Mechanical Properties of Bacillus subtilis Cell Walls:

Size: px
Start display at page:

Download "Mechanical Properties of Bacillus subtilis Cell Walls:"

Transcription

1 JOURNAL OF BACTERIOLOGY, Jan. 1991, p Vol. 173, No /91/ $02.00/0 Copyright X 1991, American Society for Microbiology Mechanical Properties of Bacillus subtilis Cell Walls: Effects of Ions and Lysozyme J. J. THWAITES,* U. C. SURANA,t AND A. M. JONESt Department of Engineering, University of Cambridge, Cambridge CB2 IPZ, England Received 11 June 1990/Accepted 12 October 1990 Bacterial threads of BacUlus subtilis have been immersed in, and redrawn from, water of various ph values, in solutions of (NH4)2SO4 and NaCI of various concentrations, and in Iysozyme solutions. The changes in the tensile strength, elastic modulus, and other mechanical properties of the bacterial cell wall due to these treatments were obtained. The data show that change in ph has little effect but that as the salt concentration is increased, the cell walls become more ductile. A high salt concentration (1 M NaCI) can reduce the modulus by a factor of 26 to 13.5 MPa at 81% relative humidity and the strength by a factor of only 2.5. Despite attacking the septal-wall region of the cellular filaments, Iysozyme has no effect on the mechanical properties. There is no significant change in the stress relaation behavior due to any of the treatments. The dependence of mechanical properties on the salt concentration is discussed in terms of the polyelectrolyte nature of cell walls. The evidence presented in this and the accompanying paper (J. J. Thwaites and U. C. Surana, J. Bacteriol., 173: , 1991) supports the idea that the peptidoglycan in bacterial cell wall is an entanglement network with a large degree of molecular fleibility, with some order but no regular structure. The mechanical properties of bacterial cell wall are greatly influenced by the degree to which the walls are hydrated (25, 26). They are also affected by the presence of residual growth medium (18, 26). This growth medium (TB medium) contains NaCl. Salts and ph also have considerable influence over bacterial macrofiber conformation, not only during growth but also in immediate response to environmental change (16, 19). The geometry of macrofibers is thought to be mechanically determined, so that ion-induced changes in wall mechanical properties could be the cause. The walls of gram-positive bacteria are known to readily bind ions (3, 15, 20), and the chemistry of this action has received much attention. Both of the main constituents of the wall provide binding sites. The structural polymer peptidoglycan has both anionic (carboyl) and positively charged (ammonium) groups. The covalently linked teichoic acid has anionic (phosphoryl) groups only (4, 6, 10). When the teichoic acid of Bacillus subtilis is replaced in phosphate-limited growth (1) by another anionic polymer, i.e., teichuronic acid, the charged groups are carboyls. The net charge during growth is always negative, and counterions are supplied by the growth medium. The accessible binding sites are not uniformly distributed in the wall. Although the ionic polymer is present throughout the wall, there is evidence to show that in B. subtilis a large amount is at the outer surface (1, 2, 7). This could account for the greater proportion of binding sites there (23). Negatively charged groups are also more densely clustered at the poles than on the cylinder wall, but there appear to be none in the septa (22, 23). When placed in distilled water, isolated cell walls need counterions only to the etent of the net negative charge. The elements of the wall are apparently fleible enough to arrange themselves so that all of the cationic groups of peptidoglycan act as counterions for anionic groups. In salt solutions the salt provides the counterions and, if the concentration is large, co-ions as well. A molecular rearrangement must accompany this change in counterion provision (11). For eample, teichoic acid is rod shaped in distilled water but assumes a random coil shape in salt solution (8). Certainly, walls are made to contract by salt ions (13, 20). Such changes in the molecular arrangement ought to be accompanied by changes in the mechanical properties of the cell walls. The work reported here concerns the quantitative effects of ions on cell wall aial properties, measured directly by using the bacterial thread system (18, 24). The effects of increasing concentrations of NaCl and of (NH4)2SO4, as well as the effects of changing ph, were measured. Ions presumably eert influence via structural changes in the wall polymers. Other structural changes can be brought about by enzyme attack. These structural changes are thought to be the reason for the violent twisting reaction of macrofibers to lysozyme attack (9). Eperiments are described in which the effects on cell wall mechanical properties of partial digestion by lysozyme have been measured in bacterial thread. Strong reasons for inferring these properties directly from those of bacterial thread are given in an accompanying paper (26). These reasons are equally valid for threads in which the cell walls have been modified by ions or by lysozyme attack. The significance of these results and those of earlier eperiments (18, 25, 26) is discussed in relation to the molecular organization of the bacterial cell wall. These results are not in conflict with the presently accepted picture. However, because they are quantitative, they will in due course be important in the study of bacterial shape in various environments. * Corresponding author. t Present address: Institute for Molecular Pathology, A1030 Vienna, Austria. t Present address: Molecular Immunopathology Unit, MRC Centre, Cambridge CB2 2QH, England. 204 MATERIALS AND METHODS Bacterial cultures and thread production. Cultures of the cell separation-suppressed (lyt) mutant FJ7 were grown at 200C in TB medium which consists of 10 g of tryptose, 3 g of

2 VOL. 173, 1991 beef etract (Difco), and 5 g of NaCl, each per liter of water. Bacterial threads were produced by using the methods described in the accompanying paper and previously (18, 24, 26). Standard threads were obtained by washing off the residual culture medium in deionized water and then redrawing the threads (26). Treatments. Standard threads were washed a second time in 2 liters of water containing either (i) small quantities of NaOH, in order to alter ph (meter used, Kent type EIL3055), (ii) NaCl or (NH4)2SO4 to various concentrations, or (iii) lysozyme in a 66 mm phosphate buffer at ph 6.2. The lysozyme-treated threads were then washed a third time in deionized water to prevent the enzyme reaction from continuing. In all washing and redrawing operations, the cellular filaments separated to a marked degree so that they could be discerned individually. Thus, it is reasonable to suppose that all of the cells in any thread were eposed to the same ph, NaCl concentration, or lysozyme attack. Although in general, despite this separation, there was sufficient cohesion for threads to be redrawn, their quality was not uniformly as good as that of standard threads. Drawing threads from solutions of different ph presented no problems, but obtaining them from salt solutions of high concentration (up to 1 M) proved to be etremely difficult and those that were made were often so irregular in diameter as to be useless for tensile tests. The lysozyme concentration used (50,ug/ml for 15 min with just a few at 100,ug/ml) was as high as possible before it became impossible to redraw threads; indeed, much material could be observed being shed at a concentration of 100 jig/ml, so that similar problems of nonuniformity were encountered. A further difficulty was that, as was observed earlier by Mendelson (1Sa), threads hydrated in lysozyme twisted slowly but noticeably. This presumably was the same effect as that observed in macrofibers before dissolution in higher lysozyme concentrations (9). When redrawn from the lysozyme, the threads twisted in the opposite sense, and it is believed that the individual filaments were finally aially aligned to the same high degree as standard threads, but this belief rests on evidence from only a few scanning electron micrographs. Tensile tests. Treated specimens were mounted on cards (30-mm gauge length), and their diameters were measured photographically. They were then tested by being etended to the breaking point at a constant rate of etension (1 mm/min) in atmospheres of various humidity as described in the accompanying paper (26). Some were first rapidly etended a small amount, and the initial part of their stressrelaation curve was obtained. Complete stress versus strain curves were obtained, and from them and the data on diameter, the tensile strength, etensibility, and the initial Young's modulus were calculated. Testing over the whole humidity range at various ph values or salt concentrations would have involved an inordinate number of specimens. Tests were therefore restricted to approimately 81% relative humidity (RH) for ph, to approimately 46, 65, and 81% RH for salt, and to approimately 65 and 81% RH for lysozyme. Control tests on standard specimens were interspersed at all three RH values. SEM pictures. Scanning electron micrographs were obtained of standard, salt-washed, and lysozyme-treated thread specimens after tensile testing. The specimens were coated with gold and eamined with a Cambridge Stereoscan 100 microscope. MECHANICAL PROPERTIES OF CELL WALLS 205 RESULTS Surface appearance of treated threads. Scanning electron micrographs of standard (i.e., water-washed), 1 M NaCltreated, and lysozyme-treated threads are shown in Fig. 1. Apart from the absence of a layer of culture medium, the surface of standard threads appears, even after tensile testing, to be no different from that of threads drawn from TB medium (see also Fig. 4 of reference 18). In particular, the individual filaments are seen to be highly aligned and there is no suggestion of cells being pulled apart at cross walls. By contrast, although the filaments are highly aligned, indicating that the twist induced by lysozyme immersion had been removed upon redrawing, there are indications in the lysozyme-treated thread of cracks linking the ends of cells in different filaments. Even where there is no crack, there are signs that lysozyme has attacked the cell wall preferentially near the septa because the shapes of individual cells are clearly visible. In micrographs of threads treated at the higher concentration of lysozyme (100,ug/ml), there is "smearing," a loss in definition due presumably to fragments of hydrolyzed cell wall that have not diffused away in the wash adhering to the thread surface. The surfaces of all salt-washed threads were to some etent distorted. This was particularly obvious for NaCl (Fig. 1), where the surface was distinctly wrinkled and the wrinkles were in no particular orientation. As far as can be judged, the average direction of the filaments was, despite this deformation, closely aially aligned. It was noticeable that threads shrank substantially when immersed in NaCl even at the 50 mm concentration. This is in agreement with the observations of Marquis and Ou (13, 20). A feature that was not noticed until after mechanical testing was the adherence of the salt crystals to the surface. These salt crystals no doubt could have been removed by a third (water) wash, but this was not done because it would presumably remove the effects of the salt wash. Variation in mechanical properties with change in ph. As the ph of a second water wash was varied in the range from 3.3 to 9.0, the threads became slightly more ductile (Fig. 2) but there was no change in tensile strength. There appeared to be a slight decrease in initial modulus, but it is doubtful whether it is statistically significant (Fig. 3). Twenty specimens were used in this test at approimately 81% RH. The early parts of the stress relaation curves of these specimens were in all respects the same as those of standard specimens. Effects of salt treatment. Treatment of bacterial threads with (NH4)2SO4 in concentrations up to 250 mm had a negligible effect on mechanical properties with humidity in the range of 46 to 47% RH, but there were observable effects on all properties with humidity in the range of 65 to 66% RH. The walls became more ductile, and both strength and modulus decreased significantly. These effects increased in magnitude for even wetter threads tested in the range of 80 to 82% RH. (Fig. 4 and 5). The etensibility of these threads was as great as that measured for any standard thread (with an overall maimum of 88% at 250 mm concentration; Fig. 2 shows average behavior in this respect). The data at 80 to 82% RH could indicate that both strength and modulus vary as some power of salt concentration, but the number of data points is too small to establish this. There is no evidence of saturation in the effects at 250 mm even though the strength has been reduced by a factor of 2.5 and the modulus has been reduced by a factor of 8.6 from the corresponding values for walls from standard

3 206 THWAITES ET AL. J. BACTERIOL. FIG. 1. Scanning electron micrographs of bacterial threads: (A) standard, i.e., water washed, tested at 56.3% RH, strength of 143 MPa, etensibility of 2.7%; (B) treated with 1 M NaCi, untested; (C) treated with 50 i.g of lysozyme per ml, tested at 65.5% RH, strength of 94 MPa, etensibility of 4.2%. Bars, 10,um (A and C) and 5,um (B). threads. Treatment with NaCl was done mainly at a high concentration (0.5 and 1 M). The effects at both 65 to 66% and 80 to 82% RH were to increase the ductility (with etensibility as high as 80% even at the lower humidity level) and to reduce both modulus and strength to lower levels, in general, than those achieved by 250 mm (NH4)2SO4 (Fig. 4 and 5). It is possible that the modulus (at the 80 to 82% RH level only) obeys the same (conjectured) relationship to NaCl concentration as it does to (NH4)2SO4 concentration, but the data for strength clearly suggest some form of saturation (Fig. 4). Included in Fig. 4 and 5 are the corresponding data at the three humidity levels for cell walls in threads drawn from TB medium and not washed in any way (25). The concentration of NaCl in TB medium is 83 mm. The data indicate much greater differences in mechanical properties than would be achieved by this concentration of salt. It could be argued that the effective concentration of residual medium rehydrated on the threads is quite different, but there is no reasonable means of estimating this. There are also, undoubtedly, other ions in TB medium, in the beef etract for eample. However, it seems unlikely that salt is the sole cause of the differences between the walls in standard threads and in those drawn from TB medium because the effects of salt in these eperiments cannot at any given concentration be summarized, as can the effects of residual

4 VOL. 173, 1991 MECHANICAL PROPERTIES OF CELL WALLS 207 FIG. 1-Continued. TB medium, by a simple shift in RH (26). If that were so, the modulus and the strength would change, for a given salt concentration, from the control values by factors which would be the same at the 65 to 66% RH and 80 to 82% RH levels. This is clearly not the case for 250 mm (NH4)2SO4 nor for either of the high concentrations of NaCl. Nonetheless, the failure properties of all salt-treated walls show in one respect the same behavior as the standard walls do. The tensile strength of salt-treated walls bears the same relationship to etensibility as that for walls from standard thread (Fig. 6); this is also true for walls in thread drawn from TB medium (see Fig. 7 of the accompanying paper [26]). Stress relaation curves were obtained only for threads treated with up to 250 mm salts. There was no qualitative difference between their behavior and that of standard threads. Relaation was, for lack of time, not continued long enough for accurate estimates of relaed modulus (at, for eample, 30 min) or characteristic times to be made. Effect of treatment with lysozyme. Fifteen specimens were redrawn after the cells had been partially digested by lysozyme. They were tested at 65 to 66% RH and 80 to 82% RH (Table 1). Two further specimens were tested at 20.5% RH. There is no evidence for differences between any of the mechanical properties measured in the lysozyme-treated thread, including relaation behavior, and the corresponding 0*5-0- ~~~~~A to kd & LL1 0*3 E 0 z toni _B 0c t (6) (6) (4) (4) 520LIU I i I O Strairt to/.,) FIG. 2. Nominal stress versus strain curves of bacterial cell wall at approimately 81% RH either water washed at ph 4.55 (A), water washed at ph 9.0 (B), or washed in 250 mm (NH4)2SO4 (C). Results with water washed control tested at 94.8% RH are shown in curve D (from Fig. 2 of the accompanying paper [26]) IV3 lo I pH7 8 9 FIG. 3. Initial modulus (El) and strength (Crb) of bacterial cell wall versus ph at approimately 81% RH. The number of specimens in each test is shown in parentheses; the mean values plus or minus standard deviations are logarithmic averages. f

5 208 THWAITES ET AL. Salt concentration(m) FIG. 4. Tensile strength of treated bacterial cell wall as a function of salt concentration at three RH values. Symbols: V, treatment with (NH4)2SO4: 0, treatment with NaCl;, standard cell wall i.e., water washed;o, cell wall drawn from TB. The number of specimens in each test is shown in parentheses; the mean values plus or minus standard deviations are logarithmic averages. Note that only those controls which were contemporary are included. A complete set is shown in Fig. 3 of the accompanying paper (26). properties of cell walls from standard thread. It is not surprising, therefore, that the data points for strength as a function of etensibility lie on the same failure locus as those for standard (and indeed all other) specimens thus far measured (Fig. 6). - aā LO.-6 t ( I ~~ ~I- 5 i RH=46/47%/ II 1 i 65/66 n.51 I 0.2>2~~~~~~~~08 I V. -i o-osk /82 IlI o o5 Salt concentration (M) Initial (Young's) modulus of treated bacterial cell wall as FIG. 5. a function of salt concentration at three RH values. The symbols are described in the legend to Fig. 4. i DISCUSSION J. BACTERIOL. In view of the dimensional changes in cell walls due to salt ions, it is most likely as Marquis and Ou argue (13, 20) that a major effect of ions is to change the polymer conformation and therefore to change, in particular, the stiffness of the network. The etent to which ions influence cell wall me- should then depend upon the degree of chanical properties hydration, which is as we observed. It is known that increasing the salt concentration diminishes the electrostatic forces between charged groups in the wall (13, 20), and it has been estimated that for a salt concentration greater than 0.2 M, the charges are completely screened (5). The wall polymers should then behave as if they were uncharged, and there should be no further change in mechanical properties as the salt concentration is increased. It may be that the results indicate such a saturation effect, but if so this saturation effect would be at a higher concentration than 0.2 M, i.e., more like 1 M, which is comparable with the concentration required for minimum wall volume in eperiments on other bacteria (13, 20). Furthermore, the greatest changes produced by treatment with salt ions are much less than those produced by increase in degree of hydration. For eample, at 81% RH, the maimum reduction in modulus is by a factor of 26 and the maimum reduction in strength is by only a factor of 2.5. The ratio of the modulus for dry walls to that of wet walls is about 430, and the ratio of strength of dry walls to that of wet walls is about 23 (26). Hydrogen bonding appears to have a much greater influence on mechanical properties than does ion binding. Despite the strong evidence for an entirely ionic eplana- remains possi- tion for the observed changes in behavior, it ble that they are in part due to changes in water ordering. A twist in macrofibers, which is thought to be a mechanical response depending on polymer conformation, changes with eposure to various ions as if they were arranged in a lyotropic series (19). It is possible that this is true of cell wall properties, but an inordinate amount of time would be required to demonstrate this. A twist in macrofibers also changes (reversibly) when the ph is reduced to 4 or less (19). The lack of measured change in cell wall stiffness due to washing threads of low ph might indicate that twist is not a mechanical response, but these results are for the aial modulus only. It is likely that twist depends primarily on the wall shear modulus, which has yet to be measured (26). Macrofiber twist also changes, rapidly for left-hand fibers, as a result of lysozyme attack (9). This, too, is thought to be a mechanical response due to changes in mechanical properties of the wall. The enzyme hydrolyzes the glycosidic bonds of the peptidoglycan backbone, although admittedly a very small proportion of them. In so doing, the enzyme provides new binding sites for ions within the cell wall (7, 23). The enzyme is also itself charged. Nonetheless, the evidence provided by these eperiments and also by those in which lysozyme was added to the culture medium before the drawing of thread (18), that there is no change in cell wall aial properties, supports the supposition that the backbone is oriented on average in approimately the circumferential direction. It could be argued that the etent of lysozyme damage is unknown, but it must be substantial because, as remarked above, much material was observed being shed from the cellular filaments before the threads were redrawn. An assay of the number of reducing sugars would settle the matter, but it would require a substantial amount of purified peptidoglycan which would be difficult to obtain from bacterial thread. There is other strong evidence for cell wall

6 VOL. 173, 1991 MECHANICAL PROPERTIES OF CELL WALLS X 200_ 0 Z 100 -C t7 c I/l L._ Cn) F- 50_ 20 H _.. V (7> )4) > O O <YYc 0 v Av X v=g XX A< AjA & S XV 2 5 Strflin 10 ( /o ).I FIG. 6. Tensile strength of bacterial cell wall as a function of etensibility (breaking strain). Symbols: treatment with 100 or 150 mm (V) or 250 mm (V) (NH4)2SO4; treatment with 50 mm (A), 500 mm (A), or 1 M (A) NaCl; or treatment with lysozyme (0); standard, i.e., water-washed cell wall (). properties being anisotropic. The bacterium contrives to maintain its diameter remarkably constant in size while it etends longitudinally. This argues for a much higher modulus in the circumferential (hoop) direction. The fact that the hoop stress in a cylinder is twice the longitudinal stress (when these stresses are due solely to internal pressure) suggests that the wall is also stronger in the hoop direction. The twisting with elongation which has been established as the normal growth pattern for B. subtilis (17) strongly suggests that the anisotropy is helical rather than orthotropic. Lysozyme is known to attack preferentially the septal-wall region of cells. There is some evidence for this in the thread in Fig. 1C where there are signs of cell separation in surface filaments. The etent of such damage, if any, could undoubt- TABLE 1. Initial modulus (El) and strength (Cb) of lysozymetreated cell walls compared with those of standard cell walls, i.e., those in water-washed threadsa RH No. of RH Cell wall specimens Ei (GPa) Cb (MPa) tested Lysozyme (4.04, 2.50) 74 (99, 55) treated Control (3.53, 2.16) 58 (76, 44) Lysozyme (0.45, 0.16) 17.8 (19.6, 16.2) treated Control (0.43, 0.31) 18.7 (25.1, 13.9) a The mean values + standard deviations are shown in parentheses. All averages are logarithmic. edly be better seen in electron micrographs of longitudinally sectioned threads. However, the significant observation is that lysozyme attack does not alter the tensile properties of bacterial thread. This emphasizes just how strongly the filaments adhere to each other laterally. It also indicates that the mechanical properties of the cylinder wall of cells in the aial direction are not changed. The strong reasons for directly relating properties of the cylinder wall to those of the thread are the same as for standard threads (26). There is, for eample, no sign in fracture cross sections, even in those of threads treated with lysozyme, of anything other than fracture of the cylinder wall of cells (Fig. 1; see also Fig. 3 of reference 24 and Fig. 4 of reference 18). Although the results support the idea that the average backbone direction of peptidoglycan is approimately circumferential, the observed wall mechanical properties cannot be used to support a regular molecular structure model of any kind. Order is a feature of all polymers including amorphous ones. Regular structures must surely be crystalline, but there is much evidence to show that peptidoglycan in bacteria is not (12, 21). All of the evidence from thread measurements (18, 25, 26) shows the cell wall to be in no way different from other amorphous polymers. There is no reason to suppose that the molecular arrangement in peptidoglycan is other than an entanglement network. Peptidoglycan differs from other polymers in being a polyelectrolyte with a large amount of interaction between charged groups which can be changed, e.g., by ions (14). To allow such changes, there must be a substantial amount of molecular fleibility, something which is not possible even in a semicrystalline polymer.

7 210 THWAITES ET AL. ACKNOWLEDGMENTS We thank R. E. Marquis and N. H. Mendelson for helpful discussions. REFERENCES 1. Anderson, A. J., R. S. Green, A. J. Sturman, and A. R. Archibald Cell wall assembly in Bacillus subtilis: location of wall material incorporated during pulsed release of phosphate limitation, its accessibility to bacteriophages and concanavalin A, and its susceptibility to turnover. J. Bacteriol. 136: Archibald, A. R., and H. E. Coapes Bacteriophage SP50 as a marker for cell wall growth in Bacillus subtilis. J. Bacteriol. 125: Beveridge, T. J., and R. G. E. Murray Uptake and retention of metals by cell walls of Bacillus subtilis. J. Bacteriol. 127: Beveridge, T. J., and R. G. E. Murray Sites of metal deposition in the cell wall of Bacillus subtilis. J. Bacteriol. 141: Clarke-Sturman, A. J., J. B. Pedley, and P. L. Sturla Influence of anions on the properties of microbial polysaccharides in solution. Int. J. Biol. Macromol. 8: Doyle, R. J., T. H. Matthews, and U. N. Streips Chemical basis for selectivity of metal ions by the Bacillus subtilis cell wall. J. Bacteriol. 143: Doyle, R. J., M. L. McDannel, J. R. Helman, and U. N. Streips Distribution of teichoic acid in the cell wall of Bacillus subtilis. J. Bacteriol. 122: Doyle, R. J., M. L. McDannel, U. N. Streips, D. C. Birdsell, and F. E. Young Polyelectrolyte nature of bacterial teichoic acids. J. Bacteriol. 118: Favre, D., N. H. Mendelson, and J. J. Thwaites Relaation motions induced in Bacillus subtilis macrofibers by cleavage of peptidoglycan. J. Gen. Microbiol. 132: Heptinstall, S., A. R. Archibald, and J. Baddiley Teichoic acids and membrane function in bacteria. Selective destruction of teichoic acid reduces the ability of bacterial cell walls to bind Mg2+ ions. Nature (London) 225: James, A. M., and J. E. Brewer Non-protein components of the cell surface of Staphylococcus aureus. Biochem. J. 107: Labischinski, H., G. Barnickel, and D. Naumann The state of order of bacterial peptidoglycan, p In R. Hackenbeck, J.-V. Holtje, and H. Labischinski (ed.), The target of penicillin. W. de Gruyter and Co., Berlin. J. BACTERIOL. 13. Marquis, R. E Salt-induced contraction of bacterial cell walls. J. Bacteriol. 95: Marquis, R. E Turgor pressure, sporulation, and the physical properties of cell walls, p In P. Actor, L. Daneo-Moore, M. L. Higgins, M. R. J. Salton, and G. D. Shockman (ed.), Antibiotic inhibition of bacterial cell surface assembly and function. American Society for Microbiology, Washington, D.C. 15. Marquis, R. E., K. Mayzel, and E. L. Carstensen Cation echange in cell walls of Gram-positive bacteria. Can. J. Microbiol. 22: a.Mendelson, N. H. Personal communication. 16. Mendelson, N. H., and D. Favre Regulation of Bacillus subtilis macrofiber twist development by ions: effects of magnesium and ammonium. J. Bacteriol. 169: Mendelson, N. H., D. Favre, and J. J. Thwaites Twisted states of Bacillus subtilis macrofibers reflect structural states of the cell wall. Proc. Natl. Acad. Sci. USA 81: Mendelson, N. H., and J. J. Thwaites Cell wall mechanical properties as measured with bacterial thread made from Bacillus subtilis. J. Bacteriol. 171: Mendelson, N. H., J. J. Thwaites, D. Favre, U. Surana, M. M. Briehl, and A. J. Wolfe Factors contributing to helical shape determination and maintenance in Bacillus subtilis macrofibers. Ann. Inst. Pasteur Microbiol. 136A: Ou, L.-T., and R. E. Marquis Electrochemical interactions in cell walls of gram-positive cocci. J. Bacteriol. 101: Rogers, H. J., H. R. Perkins, and J. B. Ward Microbial cell walls and membranes. Chapman & Hall, Ltd., London. 22. Sonnenfeld, E. M., T. J. Beveridge, and R. J. Doyle Discontinuity of charge on cell wall poles of Bacillus subtilis. Can. J. Microbiol. 31: Sonnenfeld, E. M., T. J. Beveridge, A. L. Koch, and R. J. Doyle Asymmetric distribution of charge on the cell wall of Bacillus subtilis. J. Bacteriol. 163: Thwaites, J. J., and N. H. Mendelson Biomechanics of bacterial walls: studies of bacterial thread made from Bacillus subtilis. Proc. Natl. Acad. Sci. USA 82: Thwaites, J. J., and N. H. Mendelson Mechanical properties of peptidoglycan as determined from bacterial thread. Int. J. Biol. Macromol. 11: Thwaites, J. J., and U. C. Surana Mechanical properties of Bacillus subtilis cell walls: effects of removing residual culture medium. J. Bacteriol. 173:

Helical Macrofiber Formation in Bacillus subtilis: Inhibition by Penicillin G

Helical Macrofiber Formation in Bacillus subtilis: Inhibition by Penicillin G JOURNAL OF BACTERIOLOGY, June 1984, p. 1182-1187 0021-9193/84/061182-06$02.00/0 Copyright C 1984, American Society for Microbiology Vol. 158, No. 3 Helical Macrofiber Formation in Bacillus subtilis: Inhibition

More information

Asymmetric Distribution of Charge on the Cell Wall of Bacillus subtilis

Asymmetric Distribution of Charge on the Cell Wall of Bacillus subtilis JOURNAL OF BACTERIOLOGY, Sept. 1985, p. 1167-1171 0021-9193/85/091167-05$02.00/0 Copyright 1985, American Society for Microbiology Vol. 163, No. 3 Asymmetric Distribution of Charge on the Cell Wall of

More information

NORMAL STRESS. The simplest form of stress is normal stress/direct stress, which is the stress perpendicular to the surface on which it acts.

NORMAL STRESS. The simplest form of stress is normal stress/direct stress, which is the stress perpendicular to the surface on which it acts. NORMAL STRESS The simplest form of stress is normal stress/direct stress, which is the stress perpendicular to the surface on which it acts. σ = force/area = P/A where σ = the normal stress P = the centric

More information

7.4 The Elementary Beam Theory

7.4 The Elementary Beam Theory 7.4 The Elementary Beam Theory In this section, problems involving long and slender beams are addressed. s with pressure vessels, the geometry of the beam, and the specific type of loading which will be

More information

Evaluation of in-plane orthotropic elastic constants of paper and paperboard

Evaluation of in-plane orthotropic elastic constants of paper and paperboard Evaluation of in-plane orthotropic elastic constants of paper and paperboard T. Yokoyama and K. Nakai Department of Mechanical Engineering, Okayama University of Science - Ridai-cho, Okayama 7-5, Japan

More information

3.091 Introduction to Solid State Chemistry. Lecture Notes No. 5a ELASTIC BEHAVIOR OF SOLIDS

3.091 Introduction to Solid State Chemistry. Lecture Notes No. 5a ELASTIC BEHAVIOR OF SOLIDS 3.091 Introduction to Solid State Chemistry Lecture Notes No. 5a ELASTIC BEHAVIOR OF SOLIDS 1. INTRODUCTION Crystals are held together by interatomic or intermolecular bonds. The bonds can be covalent,

More information

Electron Microscopic Studies on Mode of Action of Polymyxin

Electron Microscopic Studies on Mode of Action of Polymyxin JOURNAL OF BACrERIOLOGY, Jan. 1969, p. 448452 Vol. 97, No. I Copyright 1969 American Society for Microbiology Printed In U.S.A. Electron Microscopic Studies on Mode of Action of Polymyxin M. KOIKE, K.

More information

ME 2570 MECHANICS OF MATERIALS

ME 2570 MECHANICS OF MATERIALS ME 2570 MECHANICS OF MATERIALS Chapter III. Mechanical Properties of Materials 1 Tension and Compression Test The strength of a material depends on its ability to sustain a load without undue deformation

More information

Multiple Septation in Variants of Bacillus cereus

Multiple Septation in Variants of Bacillus cereus JOURNAL OF BACTERIOLOGY, Nov., 1965 Copyright @ 1965 American Society for Microbiology Vol. 90, No. 5 Printed in U.S.A. Multiple Septation in Variants of Bacillus cereus C. C. REMSEN AND D. G. LUNDGREN

More information

Matter and Substances Section 3-1

Matter and Substances Section 3-1 Matter and Substances Section 3-1 Key Idea: All matter is made up of atoms. An atom has a positively charges core surrounded by a negatively charged region. An atom is the smallest unit of matter that

More information

Chapter 6: Mechanical Properties of Metals. Dr. Feras Fraige

Chapter 6: Mechanical Properties of Metals. Dr. Feras Fraige Chapter 6: Mechanical Properties of Metals Dr. Feras Fraige Stress and Strain Tension Compression Shear Torsion Elastic deformation Plastic Deformation Yield Strength Tensile Strength Ductility Toughness

More information

Microstructure of Colonies of Rod-Shaped Bacteria

Microstructure of Colonies of Rod-Shaped Bacteria JOURNAL OF BACTERIOLOGY, Oct. 1971, p. 515-525 Copyright 0 1971 American Society for Microbiology Vol. 108, No. I Printed in U.S.A. Microstructure of Colonies of Rod-Shaped Bacteria D. B. DRUCKER AND D.

More information

Stress-Strain Behavior

Stress-Strain Behavior Stress-Strain Behavior 6.3 A specimen of aluminum having a rectangular cross section 10 mm 1.7 mm (0.4 in. 0.5 in.) is pulled in tension with 35,500 N (8000 lb f ) force, producing only elastic deformation.

More information

Structural Analysis I Chapter 4 - Torsion TORSION

Structural Analysis I Chapter 4 - Torsion TORSION ORSION orsional stress results from the action of torsional or twisting moments acting about the longitudinal axis of a shaft. he effect of the application of a torsional moment, combined with appropriate

More information

Mechanical properties 1 Elastic behaviour of materials

Mechanical properties 1 Elastic behaviour of materials MME131: Lecture 13 Mechanical properties 1 Elastic behaviour of materials A. K. M. B. Rashid Professor, Department of MME BUET, Dhaka Today s Topics Deformation of material under the action of a mechanical

More information

ME 243. Mechanics of Solids

ME 243. Mechanics of Solids ME 243 Mechanics of Solids Lecture 2: Stress and Strain Ahmad Shahedi Shakil Lecturer, Dept. of Mechanical Engg, BUET E-mail: sshakil@me.buet.ac.bd, shakil6791@gmail.com Website: teacher.buet.ac.bd/sshakil

More information

QUESTION BANK DEPARTMENT: CIVIL SEMESTER: III SUBJECT CODE: CE2201 SUBJECT NAME: MECHANICS OF SOLIDS UNIT 1- STRESS AND STRAIN PART A

QUESTION BANK DEPARTMENT: CIVIL SEMESTER: III SUBJECT CODE: CE2201 SUBJECT NAME: MECHANICS OF SOLIDS UNIT 1- STRESS AND STRAIN PART A DEPARTMENT: CIVIL SUBJECT CODE: CE2201 QUESTION BANK SEMESTER: III SUBJECT NAME: MECHANICS OF SOLIDS UNIT 1- STRESS AND STRAIN PART A (2 Marks) 1. Define longitudinal strain and lateral strain. 2. State

More information

KINGS COLLEGE OF ENGINEERING DEPARTMENT OF MECHANICAL ENGINEERING QUESTION BANK. Subject code/name: ME2254/STRENGTH OF MATERIALS Year/Sem:II / IV

KINGS COLLEGE OF ENGINEERING DEPARTMENT OF MECHANICAL ENGINEERING QUESTION BANK. Subject code/name: ME2254/STRENGTH OF MATERIALS Year/Sem:II / IV KINGS COLLEGE OF ENGINEERING DEPARTMENT OF MECHANICAL ENGINEERING QUESTION BANK Subject code/name: ME2254/STRENGTH OF MATERIALS Year/Sem:II / IV UNIT I STRESS, STRAIN DEFORMATION OF SOLIDS PART A (2 MARKS)

More information

PERIYAR CENTENARY POLYTECHNIC COLLEGE PERIYAR NAGAR - VALLAM THANJAVUR. DEPARTMENT OF MECHANICAL ENGINEERING QUESTION BANK

PERIYAR CENTENARY POLYTECHNIC COLLEGE PERIYAR NAGAR - VALLAM THANJAVUR. DEPARTMENT OF MECHANICAL ENGINEERING QUESTION BANK PERIYAR CENTENARY POLYTECHNIC COLLEGE PERIYAR NAGAR - VALLAM - 613 403 - THANJAVUR. DEPARTMENT OF MECHANICAL ENGINEERING QUESTION BANK Sub : Strength of Materials Year / Sem: II / III Sub Code : MEB 310

More information

, to obtain a way to calculate stress from the energy function U(r).

, to obtain a way to calculate stress from the energy function U(r). BIOEN 36 014 LECTURE : MOLECULAR BASIS OF ELASTICITY Estimating Young s Modulus from Bond Energies and Structures First we consider solids, which include mostly nonbiological materials, such as metals,

More information

MODULE 2 : FOUNDATIONS IN BIOLOGY

MODULE 2 : FOUNDATIONS IN BIOLOGY OCR A LEVEL BIOLOGY MODULE 2 : FOUNDATIONS IN BIOLOGY REVISION NOTES For 2015 onwards specification Miss T Banda All living things are primarily made from 4 key elements: Carbon (C) Hydrogen (H) Oxygen

More information

2012 MECHANICS OF SOLIDS

2012 MECHANICS OF SOLIDS R10 SET - 1 II B.Tech II Semester, Regular Examinations, April 2012 MECHANICS OF SOLIDS (Com. to ME, AME, MM) Time: 3 hours Max. Marks: 75 Answer any FIVE Questions All Questions carry Equal Marks ~~~~~~~~~~~~~~~~~~~~~~

More information

UNIT I SIMPLE STRESSES AND STRAINS

UNIT I SIMPLE STRESSES AND STRAINS Subject with Code : SM-1(15A01303) Year & Sem: II-B.Tech & I-Sem SIDDHARTH GROUP OF INSTITUTIONS :: PUTTUR Siddharth Nagar, Narayanavanam Road 517583 QUESTION BANK (DESCRIPTIVE) UNIT I SIMPLE STRESSES

More information

N = Shear stress / Shear strain

N = Shear stress / Shear strain UNIT - I 1. What is meant by factor of safety? [A/M-15] It is the ratio between ultimate stress to the working stress. Factor of safety = Ultimate stress Permissible stress 2. Define Resilience. [A/M-15]

More information

Structural investigation of single biomolecules

Structural investigation of single biomolecules Structural investigation of single biomolecules NMR spectroscopy and X-ray crystallography are currently the most common techniques capable of determining the structures of biological macromolecules like

More information

1. Ionic bonding - chemical bond resulting from the attraction of positive and negative ions

1. Ionic bonding - chemical bond resulting from the attraction of positive and negative ions Bonding Bonding can occur in 2 ways: 1. Electron transfer (ionic) 2. Electron sharing (covalent) 1. Ionic bonding - chemical bond resulting from the attraction of positive and negative ions Cation- positive

More information

6.01 Solutions. The Chemistry of Matter in Water. Dr. Fred Omega Garces. Chemistry 111, Miramar College. 1 Solutions. January 10

6.01 Solutions. The Chemistry of Matter in Water. Dr. Fred Omega Garces. Chemistry 111, Miramar College. 1 Solutions. January 10 6.01 Solutions The Chemistry of Matter in Water Dr. Fred Omega Garces Chemistry 111, Miramar College 1 Solutions 6.01 Solutions ow water Dissolves Salts 2 Solutions Components of Solution omogeneous systems

More information

MAGNETIC FLUX LEAKAGE INVESTIGATION OF INTERACTING DEFECTS: COMPETITIVE EFFECTS OF STRESS CONCENTRATION AND MAGNETIC SHIELDING

MAGNETIC FLUX LEAKAGE INVESTIGATION OF INTERACTING DEFECTS: COMPETITIVE EFFECTS OF STRESS CONCENTRATION AND MAGNETIC SHIELDING MAGNETIC FLUX LEAKAGE INVESTIGATION OF INTERACTING DEFECTS: COMPETITIVE EFFECTS OF STRESS CONCENTRATION AND MAGNETIC SHIELDING C Mandache 1,2 and L Clapham 1 1 Queen s University, Kingston, Ontario, K7L

More information

Strength of Materials Prof S. K. Bhattacharya Department of Civil Engineering Indian Institute of Technology, Kharagpur Lecture - 18 Torsion - I

Strength of Materials Prof S. K. Bhattacharya Department of Civil Engineering Indian Institute of Technology, Kharagpur Lecture - 18 Torsion - I Strength of Materials Prof S. K. Bhattacharya Department of Civil Engineering Indian Institute of Technology, Kharagpur Lecture - 18 Torsion - I Welcome to the first lesson of Module 4 which is on Torsion

More information

Supporting information for

Supporting information for Supporting information for High-performance and moisture-stable cellulosestarch nanocomposites based on bioinspired coreshell nanofibers Kasinee Prakobna, 1, 2 Sylvain Galland, 1, 2 and Lars A. Berglund

More information

LABORATORY 7 ENDOSPORE STAIN AND BACTERIAL MOTILITY

LABORATORY 7 ENDOSPORE STAIN AND BACTERIAL MOTILITY LABORATORY 7 ENDOSPORE STAIN AND BACTERIAL MOTILITY A. Endospore Stain B. Bacterial Motility A. ENDOSPORE STAIN DISCUSSION A few genera of bacteria, such as Bacillus and Clostridium have the ability to

More information

Why Water Is Your Friend

Why Water Is Your Friend Why Water Is Your Friend Water has several properties which make life possible. Transparency Cohesion Capillary action Surface tension: watch this Fluid nature Temperature buffer Solvent ability 2.A.3.a.3.

More information

Name :. Roll No. :... Invigilator s Signature :.. CS/B.TECH (CE-NEW)/SEM-3/CE-301/ SOLID MECHANICS

Name :. Roll No. :... Invigilator s Signature :.. CS/B.TECH (CE-NEW)/SEM-3/CE-301/ SOLID MECHANICS Name :. Roll No. :..... Invigilator s Signature :.. 2011 SOLID MECHANICS Time Allotted : 3 Hours Full Marks : 70 The figures in the margin indicate full marks. Candidates are required to give their answers

More information

13 Solid materials Exam practice questions

13 Solid materials Exam practice questions Pages 206-209 Exam practice questions 1 a) The toughest material has the largest area beneath the curve the answer is C. b) The strongest material has the greatest breaking stress the answer is B. c) A

More information

RELATIONSHIP OF CELL WALL STAINING TO GRAM DIFFERENTIATION'

RELATIONSHIP OF CELL WALL STAINING TO GRAM DIFFERENTIATION' RELATONSHP OF CELL WALL STANNG TO GRAM DFFERENTATON' J. W. BARTHOLOMEW AND HAROLD FNKELSTEN Department of Bacteriology, University of Southern California, Los Angeles, California Received for publication

More information

Morphology and Ultrastructure of Staphylococcal L Colonies: Light, Scanning,

Morphology and Ultrastructure of Staphylococcal L Colonies: Light, Scanning, JOURNAL OF BACTERIOLOGY, Feb. 1973, p. 1049-1053 Copyright ( 1973 American Society for Microbiology Vol. 113, No. 2 Printed in U.S.A. Morphology and Ultrastructure of Staphylococcal L Colonies: Light,

More information

EFFECT OF ph AND AMMONIUM IONS ON THE PERMEABILITY

EFFECT OF ph AND AMMONIUM IONS ON THE PERMEABILITY EFFECT OF ph AND AMMONIUM IONS ON THE PERMEABILITY OF BACILLUS PASTEURII W. R. WILEY AND J. L. STOKES Department of Bacteriology and Public Health, Washington State University, Pullman, Washington ABSTRACT

More information

Atomic Bonding and Molecules. Chapter 15

Atomic Bonding and Molecules. Chapter 15 Atomic Bonding and Molecules Chapter 15 Bonding of atoms makes molecules The Formation of Ions and Ionic Bonds Types of bonds Metallic Bonds Covalent Bonds Polar Covalent Bonds Molecular Polarity and Molecular

More information

Samantha Ramirez, MSE. Stress. The intensity of the internal force acting on a specific plane (area) passing through a point. F 2

Samantha Ramirez, MSE. Stress. The intensity of the internal force acting on a specific plane (area) passing through a point. F 2 Samantha Ramirez, MSE Stress The intensity of the internal force acting on a specific plane (area) passing through a point. Δ ΔA Δ z Δ 1 2 ΔA Δ x Δ y ΔA is an infinitesimal size area with a uniform force

More information

PES Institute of Technology

PES Institute of Technology PES Institute of Technology Bangalore south campus, Bangalore-5460100 Department of Mechanical Engineering Faculty name : Madhu M Date: 29/06/2012 SEM : 3 rd A SEC Subject : MECHANICS OF MATERIALS Subject

More information

Dynamic analysis. 1. Force and stress

Dynamic analysis. 1. Force and stress Dynamic analysis 1. Force and stress Dynamics is the part of structural geology that involves energy, force, stress, and strength. It's very important to distinguish dynamic concepts from kinematic ones.

More information

QUESTION BANK SEMESTER: III SUBJECT NAME: MECHANICS OF SOLIDS

QUESTION BANK SEMESTER: III SUBJECT NAME: MECHANICS OF SOLIDS QUESTION BANK SEMESTER: III SUBJECT NAME: MECHANICS OF SOLIDS UNIT 1- STRESS AND STRAIN PART A (2 Marks) 1. Define longitudinal strain and lateral strain. 2. State Hooke s law. 3. Define modular ratio,

More information

Fig. 1. Different locus of failure and crack trajectories observed in mode I testing of adhesively bonded double cantilever beam (DCB) specimens.

Fig. 1. Different locus of failure and crack trajectories observed in mode I testing of adhesively bonded double cantilever beam (DCB) specimens. a). Cohesive Failure b). Interfacial Failure c). Oscillatory Failure d). Alternating Failure Fig. 1. Different locus of failure and crack trajectories observed in mode I testing of adhesively bonded double

More information

UNIT 1 STRESS STRAIN AND DEFORMATION OF SOLIDS, STATES OF STRESS 1. Define stress. When an external force acts on a body, it undergoes deformation.

UNIT 1 STRESS STRAIN AND DEFORMATION OF SOLIDS, STATES OF STRESS 1. Define stress. When an external force acts on a body, it undergoes deformation. UNIT 1 STRESS STRAIN AND DEFORMATION OF SOLIDS, STATES OF STRESS 1. Define stress. When an external force acts on a body, it undergoes deformation. At the same time the body resists deformation. The magnitude

More information

Task 1 - Material Testing of Bionax Pipe and Joints

Task 1 - Material Testing of Bionax Pipe and Joints Task 1 - Material Testing of Bionax Pipe and Joints Submitted to: Jeff Phillips Western Regional Engineer IPEX Management, Inc. 20460 Duncan Way Langley, BC, Canada V3A 7A3 Ph: 604-534-8631 Fax: 604-534-7616

More information

MATERIALS. Why do things break? Why are some materials stronger than others? Why is steel tough? Why is glass brittle?

MATERIALS. Why do things break? Why are some materials stronger than others? Why is steel tough? Why is glass brittle? MATERIALS Why do things break? Why are some materials stronger than others? Why is steel tough? Why is glass brittle? What is toughness? strength? brittleness? Elemental material atoms: A. Composition

More information

Outline. Tensile-Test Specimen and Machine. Stress-Strain Curve. Review of Mechanical Properties. Mechanical Behaviour

Outline. Tensile-Test Specimen and Machine. Stress-Strain Curve. Review of Mechanical Properties. Mechanical Behaviour Tensile-Test Specimen and Machine Review of Mechanical Properties Outline Tensile test True stress - true strain (flow curve) mechanical properties: - Resilience - Ductility - Toughness - Hardness A standard

More information

STRENGTH OF MATERIALS-I. Unit-1. Simple stresses and strains

STRENGTH OF MATERIALS-I. Unit-1. Simple stresses and strains STRENGTH OF MATERIALS-I Unit-1 Simple stresses and strains 1. What is the Principle of surveying 2. Define Magnetic, True & Arbitrary Meridians. 3. Mention different types of chains 4. Differentiate between

More information

Bonding of atoms makes molecules

Bonding of atoms makes molecules Atomic Bonding and Molecules Chapter 15 Bonding of atoms makes molecules The Formation of Ions and Ionic Bonds Types of bonds Metallic Bonds Covalent Bonds Polar Covalent Bonds Molecular Polarity and Molecular

More information

Mechanical control of bacterial cell shape: supplemental material

Mechanical control of bacterial cell shape: supplemental material Mechanical control of bacterial cell shape: supplemental material Hongyuan Jiang 1, Fangwei Si 1, William Margolin 2, Sean X. Sun 1,3 I. Table of Contents II. Introduction...2 III. Geometry of the cell

More information

STRAIN GAUGES YEDITEPE UNIVERSITY DEPARTMENT OF MECHANICAL ENGINEERING

STRAIN GAUGES YEDITEPE UNIVERSITY DEPARTMENT OF MECHANICAL ENGINEERING STRAIN GAUGES YEDITEPE UNIVERSITY DEPARTMENT OF MECHANICAL ENGINEERING 1 YEDITEPE UNIVERSITY ENGINEERING FACULTY MECHANICAL ENGINEERING LABORATORY 1. Objective: Strain Gauges Know how the change in resistance

More information

THE EFFECT OF CATIONS ON THE ABSORPTION OF PHOSPHATE BY BEECH MYCORRHIZAL ROOTS

THE EFFECT OF CATIONS ON THE ABSORPTION OF PHOSPHATE BY BEECH MYCORRHIZAL ROOTS THE EFFECT OF CATIONS ON THE ABSORPTION OF PHOSPHATE BY BEECH MYCORRHIZAL ROOTS BY D. H. JENNINGS Botany Department, Leeds University {Received 30 April 1964) SUMMARY Pretreatment of beech mycorrhizal

More information

SURFACE BARKHAUSEN NOISE INVESTIGATIONS OF STRESS AND LEAKAGE FLUX

SURFACE BARKHAUSEN NOISE INVESTIGATIONS OF STRESS AND LEAKAGE FLUX SURFACE BARKHAUSEN NOISE INVESTIGATIONS OF STRESS AND LEAKAGE FLUX SIGNALS IN LINE PIPE INTRODUCTION C. Jagadish, L. Clapham, and D.L. Atherton Department of Physics Queen's University Kingston, Ontario,

More information

STRESS STRAIN AND DEFORMATION OF SOLIDS, STATES OF STRESS

STRESS STRAIN AND DEFORMATION OF SOLIDS, STATES OF STRESS 1 UNIT I STRESS STRAIN AND DEFORMATION OF SOLIDS, STATES OF STRESS 1. Define: Stress When an external force acts on a body, it undergoes deformation. At the same time the body resists deformation. The

More information

1. Demonstrate that the minimum cation-to-anion radius ratio for a coordination number of 8 is

1. Demonstrate that the minimum cation-to-anion radius ratio for a coordination number of 8 is 1. Demonstrate that the minimum cation-to-anion radius ratio for a coordination number of 8 is 0.732. This problem asks us to show that the minimum cation-to-anion radius ratio for a coordination number

More information

MAGNETIC PARTICLE INSPECTION (MPI)

MAGNETIC PARTICLE INSPECTION (MPI) MAGNETIC PARTICLE INSPECTION (MPI) Magnetic particle inspection (MPI) is a method that can be used to detect surface and near surface defects or flaws in ferromagnetic materials such as steel and iron.

More information

The science of elasticity

The science of elasticity The science of elasticity In 1676 Hooke realized that 1.Every kind of solid changes shape when a mechanical force acts on it. 2.It is this change of shape which enables the solid to supply the reaction

More information

Tensile stress strain curves for different materials. Shows in figure below

Tensile stress strain curves for different materials. Shows in figure below Tensile stress strain curves for different materials. Shows in figure below Furthermore, the modulus of elasticity of several materials effected by increasing temperature, as is shown in Figure Asst. Lecturer

More information

Inorganic Pharmaceutical Chemistry

Inorganic Pharmaceutical Chemistry Inorganic Pharmaceutical Chemistry Lecture No. 4 Date :25/10 /2012 Dr. Mohammed Hamed --------------------------------------------------------------------------------------------------------------------------------------

More information

Chapter 7. Highlights:

Chapter 7. Highlights: Chapter 7 Highlights: 1. Understand the basic concepts of engineering stress and strain, yield strength, tensile strength, Young's(elastic) modulus, ductility, toughness, resilience, true stress and true

More information

Module-4. Mechanical Properties of Metals

Module-4. Mechanical Properties of Metals Module-4 Mechanical Properties of Metals Contents ) Elastic deformation and Plastic deformation ) Interpretation of tensile stress-strain curves 3) Yielding under multi-axial stress, Yield criteria, Macroscopic

More information

CYTOLOGICAL CHANGES IN AGING BACTERIAL CULTURES

CYTOLOGICAL CHANGES IN AGING BACTERIAL CULTURES CYTOLOGICAL CHANGES IN AGING BACTERIAL CULTURES B. R. CHATTERJEE AND ROBERT P. WILLIAMS Department of Microbiology, Baylor University College of Medicine, Houston, Texas Received for publication March

More information

5. STRESS CONCENTRATIONS. and strains in shafts apply only to solid and hollow circular shafts while they are in the

5. STRESS CONCENTRATIONS. and strains in shafts apply only to solid and hollow circular shafts while they are in the 5. STRESS CONCENTRATIONS So far in this thesis, most of the formulas we have seen to calculate the stresses and strains in shafts apply only to solid and hollow circular shafts while they are in the elastic

More information

CHAPTER 6 MECHANICAL PROPERTIES OF METALS PROBLEM SOLUTIONS

CHAPTER 6 MECHANICAL PROPERTIES OF METALS PROBLEM SOLUTIONS CHAPTER 6 MECHANICAL PROPERTIES OF METALS PROBLEM SOLUTIONS Concepts of Stress and Strain 6.1 Using mechanics of materials principles (i.e., equations of mechanical equilibrium applied to a free-body diagram),

More information

High Tech High Top Hat Technicians. An Introduction to Solid Mechanics. Is that supposed to bend there?

High Tech High Top Hat Technicians. An Introduction to Solid Mechanics. Is that supposed to bend there? High Tech High Top Hat Technicians An Introduction to Solid Mechanics Or Is that supposed to bend there? Why don't we fall through the floor? The power of any Spring is in the same proportion with the

More information

Basic Chemistry. Chapter 2 BIOL1000 Dr. Mohamad H. Termos

Basic Chemistry. Chapter 2 BIOL1000 Dr. Mohamad H. Termos Basic Chemistry Chapter 2 BIOL1000 Dr. Mohamad H. Termos Chapter 2 Objectives Following this chapter, you should be able to describe: - Atoms, molecules, and ions - Composition and properties - Types of

More information

Johns Hopkins University What is Engineering? M. Karweit MATERIALS

Johns Hopkins University What is Engineering? M. Karweit MATERIALS Why do things break? Why are some materials stronger than others? Why is steel tough? Why is glass brittle? What is toughness? strength? brittleness? Elemental material atoms: MATERIALS A. Composition

More information

Often times we represent atoms and their electrons with Lewis Dot Structures.

Often times we represent atoms and their electrons with Lewis Dot Structures. They are trying to get their number of valence electrons to either 0 or 8. Group 1: 1 valence electron Group 2: 2 valence electrons Group 13: 3 valence electrons Group 14: 4 valence electrons Group 15:

More information

Rouse chains, unentangled. entangled. Low Molecular Weight (M < M e ) chains shown moving past one another.

Rouse chains, unentangled. entangled. Low Molecular Weight (M < M e ) chains shown moving past one another. Physical Picture for Diffusion of Polymers Low Molecular Weight (M < M e ) chains shown moving past one another. Z X Y Rouse chains, unentangled Figure by MIT OCW. High Molecular weight (M > M e ) Entanglements

More information

- intermolecular forces forces that exist between molecules

- intermolecular forces forces that exist between molecules Chapter 11: Intermolecular Forces, Liquids, and Solids - intermolecular forces forces that exist between molecules 11.1 A Molecular Comparison of Liquids and Solids - gases - average kinetic energy of

More information

Module 5: Failure Criteria of Rock and Rock masses. Contents Hydrostatic compression Deviatoric compression

Module 5: Failure Criteria of Rock and Rock masses. Contents Hydrostatic compression Deviatoric compression FAILURE CRITERIA OF ROCK AND ROCK MASSES Contents 5.1 Failure in rocks 5.1.1 Hydrostatic compression 5.1.2 Deviatoric compression 5.1.3 Effect of confining pressure 5.2 Failure modes in rocks 5.3 Complete

More information

Electronegativity. Ca Sr INCREASING ELECTRONEGATIVITY. 2.1 Li Be B C N O F Na Mg Al Si P S Cl

Electronegativity. Ca Sr INCREASING ELECTRONEGATIVITY. 2.1 Li Be B C N O F Na Mg Al Si P S Cl Electronegativity and intermediate bonding Definition Electronegativity is the relative tendency of an atom in a covalent bond in a molecule to attract electrons in a covalent bond to itself. F,, N and

More information

Comb Resonator Design (2)

Comb Resonator Design (2) Lecture 6: Comb Resonator Design () -Intro. to Mechanics of Materials Sh School of felectrical ti lengineering i and dcomputer Science, Si Seoul National University Nano/Micro Systems & Controls Laboratory

More information

Proper&es of Water. Lesson Overview. Lesson Overview. 2.2 Properties of Water

Proper&es of Water. Lesson Overview. Lesson Overview. 2.2 Properties of Water Lesson Overview Proper&es of Water Lesson Overview 2.2 Properties of Water THINK ABOUT IT Looking back at Earth from space, an astronaut called it the blue planet, referring to the oceans of water that

More information

2.1 Atoms, Ions, and Molecules

2.1 Atoms, Ions, and Molecules 2.1 Atoms, Ions, and Molecules Living things consist of atoms of different elements. An atom is the smallest basic unit of matter. An element is one type of atom. 6 elements make up 99% of all living things

More information

Composite angle ply laminates and netting analysis

Composite angle ply laminates and netting analysis 10.1098/rspa.2002.1066 FirstCite e-publishing Composite angle ply laminates and netting analysis By J. T. Evans and A. G. Gibson School of Mechanical and Systems Engineering, University of Newcastle upon

More information

How materials work. Compression Tension Bending Torsion

How materials work. Compression Tension Bending Torsion Materials How materials work Compression Tension Bending Torsion Elemental material atoms: A. Composition a) Nucleus: protons (+), neutrons (0) b) Electrons (-) B. Neutral charge, i.e., # electrons = #

More information

MECHANICAL PROPERTIES OF MATERIALS

MECHANICAL PROPERTIES OF MATERIALS 1 MECHANICAL PROPERTIES OF MATERIALS Pressure in Solids: Pressure in Liquids: Pressure = force area (P = F A ) 1 Pressure = height density gravity (P = hρg) 2 Deriving Pressure in a Liquid Recall that:

More information

Stress Strain Elasticity Modulus Young s Modulus Shear Modulus Bulk Modulus. Case study

Stress Strain Elasticity Modulus Young s Modulus Shear Modulus Bulk Modulus. Case study Stress Strain Elasticity Modulus Young s Modulus Shear Modulus Bulk Modulus Case study 2 In field of Physics, it explains how an object deforms under an applied force Real rigid bodies are elastic we can

More information

9.01 Solutions. The Chemistry of Matter in Water. Dr. Fred Omega Garces. Chemistry 100, Miramar College. 1 Solutions. Aug 17

9.01 Solutions. The Chemistry of Matter in Water. Dr. Fred Omega Garces. Chemistry 100, Miramar College. 1 Solutions. Aug 17 9.01 Solutions The Chemistry of Matter in Water Dr. Fred Omega Garces Chemistry 100, Miramar College 1 Solutions 8.01 Solutions How water Dissolves Salts 2 Solutions Components of Solution Homogeneous

More information

AE3610 Experiments in Fluid and Solid Mechanics TRANSIENT MEASUREMENTS OF HOOP STRESSES FOR A THIN-WALL PRESSURE VESSEL

AE3610 Experiments in Fluid and Solid Mechanics TRANSIENT MEASUREMENTS OF HOOP STRESSES FOR A THIN-WALL PRESSURE VESSEL Objective AE3610 Experiments in Fluid and Solid Mechanics TRANSIENT MEASUREMENTS OF OOP STRESSES FOR A TIN-WA PRESSURE VESSE This experiment will allow you to investigate hoop and axial stress/strain relations

More information

4.MECHANICAL PROPERTIES OF MATERIALS

4.MECHANICAL PROPERTIES OF MATERIALS 4.MECHANICAL PROPERTIES OF MATERIALS The diagram representing the relation between stress and strain in a given material is an important characteristic of the material. To obtain the stress-strain diagram

More information

Chapter 02 Chemical Composition of the Body

Chapter 02 Chemical Composition of the Body Chapter 02 Chemical Composition of the Body 1. In an atom, the number of Student: A. Protons always equals the number of neutrons B. Of protons always equals the number of electrons C. Of neutrons always

More information

STANDARD SAMPLE. Reduced section " Diameter. Diameter. 2" Gauge length. Radius

STANDARD SAMPLE. Reduced section  Diameter. Diameter. 2 Gauge length. Radius MATERIAL PROPERTIES TENSILE MEASUREMENT F l l 0 A 0 F STANDARD SAMPLE Reduced section 2 " 1 4 0.505" Diameter 3 4 " Diameter 2" Gauge length 3 8 " Radius TYPICAL APPARATUS Load cell Extensometer Specimen

More information

RELATIONSHIP BETWEEN RADIAL COMPRESSIVE MODULUS OF ELASTICITY AND SHEAR MODULUS OF WOOD Jen Y. Liu Research Engineer

RELATIONSHIP BETWEEN RADIAL COMPRESSIVE MODULUS OF ELASTICITY AND SHEAR MODULUS OF WOOD Jen Y. Liu Research Engineer RELATIONSHIP BETWEEN RADIAL COMPRESSIVE MODULUS OF ELASTICITY AND SHEAR MODULUS OF WOOD Jen Y. Liu Research Engineer and Robert J. Ross Supervisory Research Engineer USDA Forest Service Forest Products

More information

Chapter 3:Water and the Fitness of the Environment Wilkie South Fort Myers High School

Chapter 3:Water and the Fitness of the Environment Wilkie South Fort Myers High School Chapter 3:Water and the Fitness of the Environment Wilkie South Fort Myers High School 2015-2016 Water:A Prime Example of Emergent Properties Water is ubiquitous (all around us) and is essential for biological

More information

Atoms with a complete outer shell do not react with other atoms. The outer shell is called the valence shell. Its electrons are valence electrons.

Atoms with a complete outer shell do not react with other atoms. The outer shell is called the valence shell. Its electrons are valence electrons. Bonding and the Outer Shell Use this table for reference: http://www.dreamwv.com/primer/page/s_pertab.html Atoms with incomplete shells react with others in a way that allows it to complete the outer shell.

More information

Microbiology Helmut Pospiech

Microbiology Helmut Pospiech Microbiology 20.03.2018 Helmut Pospiech The control of what gets in Passive transport along a concentration gradient often inefficient Active transport Requires energy consumption and what gets out ABC

More information

Copyright SOIL STRUCTURE and CLAY MINERALS

Copyright SOIL STRUCTURE and CLAY MINERALS SOIL STRUCTURE and CLAY MINERALS Soil Structure Structure of a soil may be defined as the mode of arrangement of soil grains relative to each other and the forces acting between them to hold them in their

More information

Composite Materials. Fibre-Matrix Interfaces. There is nothing there really except the two of you (or the fiber and matrix).

Composite Materials. Fibre-Matrix Interfaces. There is nothing there really except the two of you (or the fiber and matrix). Composite Materials Fibre-Matrix Interfaces There is nothing there really except the two of you (or the fiber and matrix). Composite Parameters Fibre properties Composite Interfaces Matrix properties Fibre

More information

Scientists learned that elements in same group on PT react in a similar way. Why?

Scientists learned that elements in same group on PT react in a similar way. Why? Unit 5: Bonding Scientists learned that elements in same group on PT react in a similar way Why? They all have the same number of valence electrons.which are electrons in the highest occupied energy level

More information

Shape, Arrangement, and Size. Cocci (s., coccus) bacillus (pl., bacilli) 9/21/2013

Shape, Arrangement, and Size. Cocci (s., coccus) bacillus (pl., bacilli) 9/21/2013 Shape, Arrangement, and Size Cocci (s., coccus) are roughly spherical cells. The other common shape is that of a rod, sometimes called a bacillus (pl., bacilli). Spiral-shaped procaryotes can be either

More information

CHAPTER 2 INTERATOMIC FORCES. atoms together in a solid?

CHAPTER 2 INTERATOMIC FORCES. atoms together in a solid? CHAPTER 2 INTERATOMIC FORCES What kind of force holds the atoms together in a solid? Interatomic Binding All of the mechanisms which cause bonding between the atoms derive from electrostatic interaction

More information

Members Subjected to Torsional Loads

Members Subjected to Torsional Loads Members Subjected to Torsional Loads Torsion of circular shafts Definition of Torsion: Consider a shaft rigidly clamped at one end and twisted at the other end by a torque T = F.d applied in a plane perpendicular

More information

Morphogenesis: Writhing, Folding, Close Packing, and Contractiont

Morphogenesis: Writhing, Folding, Close Packing, and Contractiont JOURNAL OF BACTERIOLOGY, July 1982, p. 438-449 Vol. 151, No. 1 21-9193/82/7438-12$2./ Dynamics of Bacillus subtilis Helical Macrofiber Morphogenesis: Writhing, Folding, Close Packing, and Contractiont

More information

(48) CHAPTER 3: TORSION

(48) CHAPTER 3: TORSION (48) CHAPTER 3: TORSION Introduction: In this chapter structural members and machine parts that are in torsion will be considered. More specifically, you will analyze the stresses and strains in members

More information

ESE TOPICWISE OBJECTIVE SOLVED PAPER I

ESE TOPICWISE OBJECTIVE SOLVED PAPER I C I V I L E N G I N E E R I N G ESE TOPICWISE OBJECTIVE SOLVED PAPER I FROM 1995-018 UPSC Engineering Services Eamination, State Engineering Service Eamination & Public Sector Eamination. Regd. office

More information

Chapter Chemical Elements Matter solid, liquid, and gas elements atoms. atomic symbol protons, neutrons, electrons. atomic mass atomic number

Chapter Chemical Elements Matter solid, liquid, and gas elements atoms. atomic symbol protons, neutrons, electrons. atomic mass atomic number Chapter 2 2.1 Chemical Elements 1. Matter is defined as anything that takes up space and has mass. 2. Matter exists in three states: solid, liquid, and gas. A. Elements 1. All matter (both living and non-living)

More information

Chapter 02 Testbank. 1. Anything that occupies space and has mass is called. A. an electron. B. living. C. matter. D. energy. E. space.

Chapter 02 Testbank. 1. Anything that occupies space and has mass is called. A. an electron. B. living. C. matter. D. energy. E. space. Chapter 02 Testbank Student: 1. Anything that occupies space and has mass is called A. an electron. B. living. C. matter. D. energy. E. space. 2. The electrons of an atom are A. always equal to the number

More information

Solids, Liquids and Gases We have already covered these phases of matter. See online section 5.2

Solids, Liquids and Gases We have already covered these phases of matter. See online section 5.2 Chapter 10 This chapter begins to answer the questions: So now that I now what atoms and molecules look like, how do these structures translate into what I see in the world around me. Reading Assignment:

More information