A Novel Method for the Pushout Test in Composites

Size: px
Start display at page:

Download "A Novel Method for the Pushout Test in Composites"

Transcription

1 A Novel Method or the Pushout Test in Composites Rebecca Sinclair and Robert J. Young Manchester Materials Science Centre, UMIST/University o Manchester, Grosvenor Street, Manchester, M1 7HS UK. SUMMARY: The indentation or pushout test is a widespread method o evaluating composite interaces. Pushout tests have been perormed on three types o α-alumina ibre embedded in epoxy resin: Nextel 610, PRD-166; and Saphikon. It has been ound that all three ibres exhibit a well-deined luorescence spectrum consisting o two approximately Lorentzian peaks; and that when compressive strain is applied, the peaks in the spectrum shit towards lower wavenumbers. The shit, measured in cm-1, is linear with respect to applied strain. The luorescence spectra o the ibres were ound to shit by approximately 8-10 cm-1 or each 1% o applied strain. This inormation was used to calculate the point-to-point axial strain variation in the embedded ibres. The luorescence probe method o evaluating pushout tests is capable o producing sensitive and accurate inormation that is useul or understanding the stress distributions in the test. KEYWORDS: Micromechanics, Pushout, Fluorescence Spectroscopy, Alumina ibres. INTRODUCTION The pushout or indentation test has become a widespread method or evaluating the interace strength o ibre composites. Marshall [1] proposed an indentation method (also known as pushout or push-in) or measuring rictional stresses in ceramic matrix composites in A standard Vickers-type pyramid indenter was used to apply orce to the end o a ibre, which is lush with the surrounding matrix in a polished composite specimen. The rictional orce was calculated using the amount o slippage o the ibre end and the peak load required to produce it. Since Marshall s proposal, it has become possible to measure the load and orce continuously throughout the test. Although in real use, most composites are not designed to undergo compressive loading, the test has become a popular method or evaluating the strength o interaces in ceramic matrix composites and any composites containing ibres that are too brittle or pullout. As with the pullout test, it has become common practice to evaluate the eect o embedded length on the calculated strength o the interace. Conventional analysis calculates the average the interacial shear stress, τ a : 1

2 rσ τ a = (1) Le where τ a is the average interacial shear stress, r is the ibre radius, σ is the stress on the ibre and is the embedded length. The analysis is essentially the same as Kelly and Tyson s analysis o the pullout test []. Fluorescence Ruby and sapphire in their naturally occurring orms consist o high-quality α-alumina crystals with Cr 3+ and other impurities. It is known that Cr 3+ enters oxide lattices substitutionally and occupies sites o trigonal symmetry [3]. This causes level splittings in the ground and excited energy states, which show up in the luorescence spectrum. Clear spectra can be obtained by stimulating the luorescence with a single requency light source. A typical spectrum or an oxide lattice containing Cr 3+ or other ions in the (3d) 3 sequence has two well-deined peaks on a lat baseline. The shape o these peaks has been successully modelled using a combination o Gaussian and Lorentzian unctions [4]. Typical spectra are shown in Fig 1. It has been ound that the application o stress on these crystals causes the luorescence peaks to shit in requency. This eect can be explained by cubic ield theory [5,6]. Measuring the shit in the peak positions when known pressures were applied to a ruby crystal in a diamond anvil cell meant that the luorescence lines could be used to measure stress [7] Intensity (Arbitrary units) PRD-166 Nextel 610 Saphikon Fluorescence Wavenumber (cm -1 ) Fig 1: Typical luorescence spectra or the three ibres. Measuring the stress in alumina based materials can be o use in composite testing in cases where the matrix material is transparent to laser illumination and luorescent emissions. A number o optically transparent materials are suitable, or example epoxy resin (particularly Araldyte LY505) and E-glass. The luorescence shit with applied stress is irst measured in a single ree ibre, and then the luorescence spectrum o any position along an embedded ibre can be used to calculate the stress at that point. Fluorescence spectroscopy has been successully used to analyse the ragmentation test in this way [8,9,10]. The use o luorescence in the ragmentation test by Young and co-workers was based on earlier work with Raman spectroscopy [11,1,13]. This method has been applied to ragmentation, microbond and pullout tests.

3 Ma and Clarke measured the stress distribution along a short sapphire ibre embedded in an aluminium alloy matrix [14]. They achieved this by ocusing a laser beam through an objective lens with a short depth o ield into the ibre end. The beam was ocused at successive depths along the ibre and the luorescence measured at each depth using an optical microprobe. However, the depth o ocus was not zero, so the measured requency shit o the luorescence was actually the average taken over the eective excitation volume. To solve this problem, Ma and Clarke measured the depth o ield unction o the microscope lens and used the results to perorm a deconvolution algorithm on their results. Elastic ield analysis was also used to resolve the contributions o radial and axial stresses to the measured stress. The laser used in Young and co-workers methods was plane polarised in the direction o the ibre axis, so that all the stress measured was axial. This enabled a simpler analysis than that o Ma and Clarke [14]. Pullout tests perormed using Raman spectroscopy [13] have revealed that Cox s shear lag assumption can be used successully to model the stress in all three tests beore debonding occurs, and ater debonding, Piggott and Kelly Tyson models can be used. Thereore it is proposed that the Cox model can be applied to pushout tests prior to debonding. Cox [15] proposed a model which described the stress distribution o short ibres ully embedded in a composite. An important assumption o the model, known as the shear-lag assumption, said that the ibre contained only axial stresses and that shear stresses were concentrated at the interace. Cox also assumed that there was perect adhesion between the ibre and the matrix. Cox s equations can be reinterpreted or the pullout test [16], and because o the similarity in the geometry o pullout and pushout tests, it can be used without alteration or this experiment. I a stress σ app is applied to the protruding section o a ibre with radius r, there will be a stress σ in the embedded portion o the ibre that will decrease with distance x rom the point where the ibre enters the block: d σ σ = n () d x r The parameter n is given by: Em 1 1 n = (3) E ln( R / r) 1+υm where E and E m are the ibre and matrix Young s modulus and ν m is the matrix Poisson s ratio. R represents the radius o an imaginary cylinder o matrix around the ibre. Originally this was a ibre-spacing parameter but in single ibre model composites it loses its physical meaning. Since it is unmeasurable, R, or n as a whole, is simply adjusted to it the results or each experiment. With the assumption that there is no bonding across the ibre end, Eqn can be integrated with the boundary conditions σ = σ app at x = 0 and σ = 0 at x = (the embedded length): sinh[ n( Le x) / r] ε = ε app (4) sinh[ nle / r] where ε and ε app are the ibre and applied strains, respectively. Eqn 4 is illustrated in Fig (b) below. 3

4 Fibre strain, e (%) Total Adhesion: = 000µm, E = 80GPa, r = 6µm, E m = 3GPa, ν m = 0.35, R/r = 50, n = 0.045, e m = 0.8% Total Debonding: = 000µm, E = 80GPa, r = 6µm, E m = 3GPa, ν m = 0.35, R/r = 50, n = 0.045, e m = 0.5%, m = 1.0, τ =.1MPa (b) 0.1 (a) Distance along ibre, x (µm) Fig Theoretical plots o the strain distribution in ibres during pullout using the parameters indicated. (a) The Cox model (ull bonding). (b) The Kelly Tyson model (total debonding) [17]. The interacial shear stress τ is obtained by taking the dierential o the strain unction in the ibre with respect to x: dε r τ = E (5) d x so rom Eqn 4 and Eqn 5; n cosh[ n( Le x) / r] τ = E ε app (6) sinh[ nle / r] Eqn 6 is illustrated in Fig 3 (b) below. ISS, τ i (MPa) (a) Total Adhesion: = 000µm, E = 80GPa, r = 6µm, E m = 3GPa, ν m = 0.35, R/r = 50, n = 0.045, e m = 0.8% Total Debonding: = 000µm, E = 80GPa, r = 6µm, E m = 3GPa, ν m = 0.35, R/r = 50, n = 0.045, e m = 0.5%, m = 1.0, τ =.1MPa 10 (b) Distance along ibre, x (µm) Fig 3 Theoretical plots o the interacial shear stress distribution in ibres during pullout using the parameters indicated. (a) The Cox model (ull bonding). (b) The Kelly Tyson model (total debonding) [17]. 4

5 Kelly and Tyson proposed a dierent model o the stresses in the pullout test [18]. They took the shear lag assumption, but assumed that the orces at the ibre-matrix interace were rictional only and that the interacial shear stress was a constant, τ. This gave rise to a orce balance: F = πr τ (7) i.e. the peak orce required to cause sliding F is proportional to the area o ibre surace in contact with the matrix and the interacial shear stress. This gives rise to: dσ τ = d x r (8) and integrating Eqn 8 with σ = 0 at x = gives: (L e x) ε = τ. (9) re Eqn 9 is illustrated Fig (b) above. See also Fig 3 (b) or an illustration o the interacial shear stress assumption. Later authors [19] deined the interacial shear stress as: τ = µσ 0 (10) Where µ is the coeicient o riction and σ 0 is the radial stress acting on the interace. EXPERIMENTAL The pushout tests were perormed on three types o α-alumina ibre embedded in epoxy resin: Nextel 610, a 1 µm diameter, smooth, polycrystalline ibre containing 99% α-alumina; PRD- 166, an 18 µm diameter, rough, polycrystalline ibre containing 80% α-alumina and 0% zirconia; and Saphikon, a 130 µm diameter, single crystal ibre o industrial white sapphire. It has been ound that all three ibres exhibit a well deined luorescence spectrum consisting o two approximately Lorentzian peaks superimposed on a lat baseline; and that when compressive strain is applied, the peaks in the spectrum shit towards lower wavenumbers. The matrix material was a two-part resin consisting o 100 parts by weight o Araldite LY505 resin to 38 parts by weight o Araldite HY505 hardener, cured or 1 week at room temperature. The luorescence spectrum o the alumina-based materials was measured using a Raman microprobe system. This consists o a Spex 1403 Double Monochromator connected to a Nikon BGSC microscope, which has been modiied to take laser radiation, and a 15mW Melles-Griot helium-neon laser. The system does not need to be modiied to measure luorescence rather than Raman scattering. The 63.8nm laser line is used to illuminate the specimen, producing luorescence in the alumina ibre. The luorescence is collected and separated into a spectrum in two stages by the two diraction gratings o the Double Monochromator. It alls onto a charge-coupled device (CCD) which counts the number o photons o each wavenumber across the desired range. For alumina materials the range used was to 14460cm -1 and the typical exposure time was 5s. All spectra were measured at a magniication o 50x. The signal rom the CCD is collected by a computer, which plots intensity versus wavenumber and saves the plot as a spectrum ile. Each spectrum ile taken rom an alumina specimen was itted to two Lorentzian curves and a straight baseline using an 5

6 iterative itting program supplied by Renishaw Raman System Sotware. The peak positions in terms o wavenumber o both curves were recorded. To obtain calibrations o the relationship between R peak shit and strain, single lengths o each o the three types o ibre were adhered to the surace o rectangular PMMA our-point bend beams. The beams were strained so as to place the ibre either in tension or compression. As the axial ibre strain was increased in steps, the position o the R peak was recorded. The R peak was ound to shit linearly with strain. The peak was ound to shit by 8-10 cm-1 or each 1% o applied strain. This inormation was used to measure the stress distribution in single ibre model composites during indentation testing. The specimens consist o a length o ibre embedded horizontally in a 3 mm cube o coldcured epoxy resin (see Fig 4). The ibre protrudes on one side, and stress is applied stepwise by pushing a lat block onto the protruding ibre end. At each compression level, the strain distribution is measured by taking luorescence spectra at several points along the ibre. Fig 4: The pushout specimen RESULTS AND DISCUSSION Example strain proiles rom the pushout tests shown in Fig 5 to Fig 7 were itted to Eqn 4 (the shear lag model or strain variation along a ibre). At zero applied strain, a version o Eqn 4 suitable or evaluating residual strain in ragmentation specimens [9]. For the Nextel 610 and PRD-166 specimens, the zero strain data was indicative o signiicant compressive residual strain, which indicates that there was resin shrinkage during the cold curing process. For Saphikon the zero stain data was indicative o zero residual strain. The dierence between the three specimens may be due to the dierence in the sizes o the ibres. At applied strains above zero, the strain variation along the ibres was modelled by adding the appropriate strain proile at zero applied load to Eqn 4. The results are shown in Fig 5 to Fig 7 as solid lines. For the Nextel 610 and PRD-166 specimens the shear lag model (Eqn 4) provided a good it. For Saphikon, Eqn 4 provided an acceptable it; however, it would also have been possible to model the data using Eqn 9. The modelled curves or each data set were dierentiated to give an estimate o interacial shear stress, τ i using [0]: E r d ε τ i = (11) d x d ε where E is the ibre modulus, r is its radius and is the rate o change o measured strain d x with respect to distance along the ibre. The interacial shear stress proiles shown in Fig 8 to Fig 10 were calculated using Eqn 11. 6

7 measured strain (%) =830µm r=6.4µm n 0 =0.01 n=0.034 E =375 GPa -0.1% -0.16% distance along ibre (µm) Fig 5: Axial strain distributions obtained rom a Nextel 610 ibre embedded in epoxy resin measured strain (%) =830µm r=7.9µm n 0 =0.014 n=0.033 E =375 GPa -0.09% -0.0% Distance along ibre (µm) Fig 6: Axial strain distributions obtained rom a PRD-166 ibre embedded in epoxy resin measured strain (%) =600µm r=65.5µm n= % -0.9% distance along ibre (µm) Fig 7: Axial strain distributions obtained rom a Saphikon ibre embedded in epoxy resin. 7

8 6 Interacial Shear Stress, τ i (MPa) =830µm r=6.4µm n 0 =0.01 n=0.034 E =375 GPa -0.1% -0.16% distance along ibre (µm) Fig 8 Derived interacial shear stress distribution or Nextel 610 pushout (data rom Fig 5). Interacial Shear Stress, τ i (MPa) =830µm r=7.9µm n 0 =0.014 n=0.033 E =375 GPa -0.09% -0.0% Distance along ibre (µm) Fig 9: Derived interacial shear stress distribution or PRD-166 pushout (data rom Fig 6). Interacial Shear Stress, τ i (MPa) =600µm r=65.5µm n= % -0.9% distance along ibre (µm) Fig 10: Derived interacial shear stress distribution or Saphikon pushout (data rom Fig 7). 8

9 CONCLUSIONS The luorescence probe method o evaluating pushout tests is capable o producing sensitive and accurate inormation that is useul or understanding the stress distributions in the test. Upon application o compressive load on the protruding ibre o a pushout specimen, compressive axial strain increases at the point o entry o the ibre into the matrix. For Nextel 610 and PRD-166, the observed strain increase above the existing residual strain decays away to zero within 1000µm. For Saphikon, the compressive strain increase extends along the whole ibre length, becoming zero at the opposite end o the embedded ibre. The dierence is likely to be due to the dierence in ibre diameter. In most cases, the interacial shear stress (ISS) proile in the pushout specimens exhibits a maximum at the point o entry o the loaded ibre into the matrix. In the case o the Saphikon specimen, the ISS proile is approximately lat at all applied strain levels. The maximum values o ISS were lower than the shear yield stress o epoxy resin (41MPa). ACKNOWLEDGEMENTS The authors are grateul to EPSRC or supporting this work in the orm o a studentship (RS) and a research grant (RJY). REFERENCES [1] D B Marshall, An indentation method or measuring matrix-iber rictional stresses in ceramic composites, Journal o the American Ceramic Society, 1 (1984) C59. [] A Kelly and W R Tyson, 'Tensile properties o ibre-reinorced metals: copper/tungsten and copper/molybdenum', Journal o Mechanics and Physics o Solids [3] E Feher and M D Sturge, Eect o stress on the trigonal splittings o d 3 ions in sapphire (α-al O 3 ), Physical Review 17 (1968) 44. [4] R G Munro, G J Piermarini and S Block, Model line-shape analysis or the ruby R lines used or pressure measurement, Journal o Applied Physics 57 (1985) 165. [5] R M Macarlane, Analysis o the spectrum o d 3 ions in trigonal crystal ields, Journal o Chemical Physics 39 (1963) [6] A L Schawlow, A H Piskis and S Sugano, Stain-induced eects on the degenerate spectral line o chromium in MgO crystals, Physical Review 1 (1961) [7] R A Forman, G J Piermarini, J D Barnett and S Block, Pressure measurement made by the utilization o ruby sharp-line luminescence, Science 1 (197) 84. [8] X Yang and R J Young, Determination o residual strains in ceramic-ibre reinorced composites using luorescence spectroscopy, Acta Metallurgica et Materialia, 43 (1995)

10 [9] R B Yallee, M C Andrews and R J Young, 'Fragmentation in alumina ibre reinorced epoxy model composites monitored using luorescence spectroscopy', Journal o Materials Science 31 (1996) [10] R B Yallee, Single ibre composite micromechanics, PhD Thesis, UMIST (1997). [11] I M Robinson, R J Young, C Galiotis and D N Batchelder, Study o model polydiacetylene/epoxy composites, Journal o Materials Science (1987) 364. [1] X Yang, X Hu, R J Day and R J Young, Structure and deormation o high-modulus alumina-zirconia ibres, Journal o Materials Science Letters 7 (199) [13] R J Young, Evaluation o composite interaces using Raman Spectroscopy, Key Enginerring Materials (1996) [14] Q Ma and D R Clarke, Measurement o residual stresses in sapphire iber composites using optical luorescence, Acta Metallurgica et Materialia 41 (1993) [15] H L Cox, 'The elasticity and strength o paper and other ibrous materials', British Journal o Applied Physics 3 (195) [16] P S Chua and M R Piggott, The glass ibre-polymer interace: 1 - Theoretical consideration or single ibre pull-out tests, Composites Science and Technology (1985) 33. [17] D J Bannister, Micromechanical and hydrothermal behaviour o single-ibre epoxy resin composites, PhD thesis UMIST (1996) [18] A Kelly and W R Tyson, 'Tensile properties o ibre-reinorced metals: copper/tungsten and copper/molybdenum', Journal o Mechanics and Physics o Solids [19] D K Shetty, Shear-lag analysis o iber push-out (indentation) tests or estimating interacial riction stress in ceramic matrix composites, Journal o the American Ceramic Society 71 C107. [0] A Kelly and N H MacMillan in Strong Solids 3 rd Edition, Clarendon Press, Oxord (1980). 10

Bond strength model for interfaces between nearsurface mounted (NSM) CFRP strips and concrete

Bond strength model for interfaces between nearsurface mounted (NSM) CFRP strips and concrete University o Wollongong Research Online Faculty o Engineering and Inormation Sciences - Papers: Part A Faculty o Engineering and Inormation Sciences 2014 Bond strength model or interaces between nearsurace

More information

MICROMECHANICAL FAILURE ANALYSIS OF UNIDIRECTIONAL FIBER-REINFORCED COMPOSITES UNDER IN-PLANE AND TRANSVERSE SHEAR

MICROMECHANICAL FAILURE ANALYSIS OF UNIDIRECTIONAL FIBER-REINFORCED COMPOSITES UNDER IN-PLANE AND TRANSVERSE SHEAR THE 19 TH INTERNATIONAL CONFERENCE ON COMPOSITE MATERIALS MICROMECHANICAL FAILURE ANALYSIS OF UNIDIRECTIONAL FIBER-REINFORCED COMPOSITES UNDER IN-PLANE AND TRANSVERSE SHEAR Lei Yang*, Ying Yan, Zhiguo

More information

Finite Element Modeling of Residual Thermal Stresses in Fiber-Reinforced Composites Using Different Representative Volume Elements

Finite Element Modeling of Residual Thermal Stresses in Fiber-Reinforced Composites Using Different Representative Volume Elements Proceedings o the World Congress on Engineering 21 Vol II WCE 21, June 3 - July 2, 21, London, U.K. Finite Element Modeling o Residual Thermal Stresses in Fiber-Reinorced Composites Using Dierent Representative

More information

AN EXPERIMENTAL AND NUMERICAL STUDY OF THE INFLUENCE OF LOCAL EFFECTS ON THE APPLICATION OF THE FIBRE PUSH-IN TESTS.

AN EXPERIMENTAL AND NUMERICAL STUDY OF THE INFLUENCE OF LOCAL EFFECTS ON THE APPLICATION OF THE FIBRE PUSH-IN TESTS. AN EXPERIMENTAL AND NUMERICAL STUDY OF THE INFLUENCE OF LOCAL EFFECTS ON THE APPLICATION OF THE FIBRE PUSH-IN TESTS. Jon M. Molina-Aldareguía 1, M. Rodríguez 1, C. González 1, and J.LLorca 1, 1 Madrid

More information

Design criteria for Fiber Reinforced Rubber Bearings

Design criteria for Fiber Reinforced Rubber Bearings Design criteria or Fiber Reinorced Rubber Bearings J. M. Kelly Earthquake Engineering Research Center University o Caliornia, Berkeley A. Calabrese & G. Serino Department o Structural Engineering University

More information

Strain and Stress Measurements with a Two-Dimensional Detector

Strain and Stress Measurements with a Two-Dimensional Detector Copyright ISSN (C) 97-, JCPDS-International Advances in X-ray Centre Analysis, or Volume Diraction 4 Data 999 5 Strain and Stress Measurements with a Two-Dimensional Detector Baoping Bob He and Kingsley

More information

ON AN ESTIMATION OF THE DAMPING PROPERTIES OF WOVEN FABRIC COMPOSITES

ON AN ESTIMATION OF THE DAMPING PROPERTIES OF WOVEN FABRIC COMPOSITES ON AN ESTIMATION OF THE DAMPING PROPERTIES OF WOVEN FABRIC COMPOSITES Masaru Zao 1, Tetsusei Kurashii 1, Yasumasa Naanishi 2 and Kin ya Matsumoto 2 1 Department o Management o Industry and Technology,

More information

FATIGUE DURABILITY OF CONCRETE EXTERNALLY STRENGTHENED WITH FRP SHEETS

FATIGUE DURABILITY OF CONCRETE EXTERNALLY STRENGTHENED WITH FRP SHEETS FATIGUE DURABILITY OF CONCRETE EXTERNALLY STRENGTHENED WITH FRP SHEETS H. Diab () and Zhishen Wu () () Department o Urban and Civil Engineering, Ibaraki University, Japan Abstract A primary concern o the

More information

Life Prediction Under Multiaxial Fatigue

Life Prediction Under Multiaxial Fatigue Lie Prediction Under Multiaxial Fatigue D. Ramesh and M.M. Mayuram Department o Mechanical Engineering Indian Institute o Technology, Madras Chennai-600 036 (India) e-mail: mayuram@iitm.ac.in ABSTRACT

More information

Autoclave Cure Simulation of Composite Structures Applying Implicit and Explicit FE

Autoclave Cure Simulation of Composite Structures Applying Implicit and Explicit FE Autoclave Cure Simulation o Composite Structures Applying Implicit and Explicit FE Abdelal, G. F., Robotham, A., & Cantwell, W. (2013). Autoclave Cure Simulation o Composite Structures Applying Implicit

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

MICROMECHANICS OF COMPOSITES WITH INTEGRATED SHEAR THICKENING FLUIDS

MICROMECHANICS OF COMPOSITES WITH INTEGRATED SHEAR THICKENING FLUIDS MICROMECHANICS OF COMPOSITES WITH INTEGRATED SHEAR THICKENING FLUIDS R. Cristian Neagu, Christian Fischer, Pierre-Etienne Bourban, and Jan-Anders E. Månson Laboratoire de Technologie des Composites et

More information

3.5 Analysis of Members under Flexure (Part IV)

3.5 Analysis of Members under Flexure (Part IV) 3.5 Analysis o Members under Flexure (Part IV) This section covers the ollowing topics. Analysis o a Flanged Section 3.5.1 Analysis o a Flanged Section Introduction A beam can have langes or lexural eiciency.

More information

Chapter 6 Reliability-based design and code developments

Chapter 6 Reliability-based design and code developments Chapter 6 Reliability-based design and code developments 6. General Reliability technology has become a powerul tool or the design engineer and is widely employed in practice. Structural reliability analysis

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

Non-newtonian Rabinowitsch Fluid Effects on the Lubrication Performances of Sine Film Thrust Bearings

Non-newtonian Rabinowitsch Fluid Effects on the Lubrication Performances of Sine Film Thrust Bearings International Journal o Mechanical Engineering and Applications 7; 5(): 6-67 http://www.sciencepublishinggroup.com/j/ijmea doi:.648/j.ijmea.75.4 ISSN: -X (Print); ISSN: -48 (Online) Non-newtonian Rabinowitsch

More information

Ben W. Kim 1 and John A. Nairn 2

Ben W. Kim 1 and John A. Nairn 2 J. Materials Science, submitted (2002) Author prepared reprint Experimental Verification of the Effects of Friction and Residual Stress on the Analysis of Interfacial Debonding and Toughness in Single

More information

NUMERICAL ASSESSMENT OF REINFORCED CONCRETE MEMBERS RETROFITTED WITH FIBER REINFORCED POLYMER FOR RESISTING BLAST LOADING

NUMERICAL ASSESSMENT OF REINFORCED CONCRETE MEMBERS RETROFITTED WITH FIBER REINFORCED POLYMER FOR RESISTING BLAST LOADING NUMERICAL ASSESSMENT OF REINFORCED CONCRETE MEMBERS RETROFITTED WITH FIBER REINFORCED POLYMER FOR RESISTING BLAST LOADING By GRAHAM LONG A THESIS PRESENTED TO THE GRADUATE SCHOOL OF THE UNIVERSITY OF FLORIDA

More information

MECE 3321 MECHANICS OF SOLIDS CHAPTER 3

MECE 3321 MECHANICS OF SOLIDS CHAPTER 3 MECE 3321 MECHANICS OF SOLIDS CHAPTER 3 Samantha Ramirez TENSION AND COMPRESSION TESTS Tension and compression tests are used primarily to determine the relationship between σ avg and ε avg in any material.

More information

CHEM-C2410: Materials Science from Microstructures to Properties Composites: basic principles

CHEM-C2410: Materials Science from Microstructures to Properties Composites: basic principles CHEM-C2410: Materials Science from Microstructures to Properties Composites: basic principles Mark Hughes 14 th March 2017 Today s learning outcomes To understand the role of reinforcement, matrix and

More information

INTERFACIAL STRENGTH EVALUATION IN A GLASS FIBER REINFORCED COMPOSITE USING CRUCIFORM SPECIMEN METHOD

INTERFACIAL STRENGTH EVALUATION IN A GLASS FIBER REINFORCED COMPOSITE USING CRUCIFORM SPECIMEN METHOD INTERFACIAL STRENGTH EVALUATION IN A GLASS FIBER REINFORCED COMPOSITE USING CRUCIFORM SPECIMEN METHOD Shinji Ogihara, oriaki Sakamoto 2, Hajime Kato 2, Satoshi Kobayashi 3 and Ichiro Ueno Dept. of Mechanical

More information

MASSACHUSETTS INSTITUTE OF TECHNOLOGY DEPARTMENT OF MATERIALS SCIENCE AND ENGINEERING CAMBRIDGE, MASSACHUSETTS 02139

MASSACHUSETTS INSTITUTE OF TECHNOLOGY DEPARTMENT OF MATERIALS SCIENCE AND ENGINEERING CAMBRIDGE, MASSACHUSETTS 02139 MASSACHUSTTS INSTITUT OF TCHNOLOGY DPARTMNT OF MATRIALS SCINC AND NGINRING CAMBRIDG, MASSACHUSTTS 0239 322 MCHANICAL PROPRTIS OF MATRIALS PROBLM ST 4 SOLUTIONS Consider a 500 nm thick aluminum ilm on a

More information

SOME RESEARCH ON FINITE ELEMENT ANALYSIS OF COMPOSITE MATERIALS

SOME RESEARCH ON FINITE ELEMENT ANALYSIS OF COMPOSITE MATERIALS The 3 rd International Conerence on DIAGNOSIS AND PREDICTION IN MECHANICAL ENGINEERING SYSTEMS DIPRE 12 SOME RESEARCH ON FINITE ELEMENT ANALYSIS OF Valeriu DULGHERU, Viorel BOSTAN, Marin GUŢU Technical

More information

EVALUATION OF GLASS FIBER/EPOXY INTERFACIAL STRENGTH USING A CRUCIFORM SPECIMEN

EVALUATION OF GLASS FIBER/EPOXY INTERFACIAL STRENGTH USING A CRUCIFORM SPECIMEN 6 TH INTERNATIONAL CONFERENCE ON COMPOSITE MATERIALS EVALUATION OF GLASS FIBER/EPOXY INTERFACIAL STRENGTH USING A CRUCIFORM SPECIMEN Shinji Ogihara*, Yoriaki Sakamoto ** and Hajime Kato ** *Department

More information

Sakura Pascarelli European Synchrotron Radiation Facility, Grenoble, France

Sakura Pascarelli European Synchrotron Radiation Facility, Grenoble, France X-RAY ABSORPTION SPECTROSCOPY: FUNDAMENTALS AND SIMPLE MODEL OF EXAFS Sakura Pascarelli European Synchrotron Radiation Facility, Grenoble, France Part I: Fundamentals o X-ray Absorption Fine Structure:

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

American Society for Testing and Materials (ASTM) Standards. Mechanical Testing of Composites and their Constituents

American Society for Testing and Materials (ASTM) Standards. Mechanical Testing of Composites and their Constituents Mechanical Testing of Composites and their Constituents American Society for Testing and Materials (ASTM) Standards Tests done to determine intrinsic material properties such as modulus and strength for

More information

6.4 A cylindrical specimen of a titanium alloy having an elastic modulus of 107 GPa ( psi) and

6.4 A cylindrical specimen of a titanium alloy having an elastic modulus of 107 GPa ( psi) and 6.4 A cylindrical specimen of a titanium alloy having an elastic modulus of 107 GPa (15.5 10 6 psi) and an original diameter of 3.8 mm (0.15 in.) will experience only elastic deformation when a tensile

More information

Clicker questions. Clicker question 2. Clicker Question 1. Clicker question 2. Clicker question 1. the answers are in the lower right corner

Clicker questions. Clicker question 2. Clicker Question 1. Clicker question 2. Clicker question 1. the answers are in the lower right corner licker questions the answers are in the lower right corner question wave on a string goes rom a thin string to a thick string. What picture best represents the wave some time ater hitting the boundary?

More information

An introduction to X-ray Absorption Fine Structure Spectroscopy

An introduction to X-ray Absorption Fine Structure Spectroscopy An introduction to X-ray Absorption Fine Structure Spectroscopy Sakura Pascarelli European Synchrotron Radiation Facility, Grenoble, France sakura@esr.r S. Pascarelli An Introduction to XAFS - Cheiron

More information

STRESS TRANSFER EFFICIENCY IN CARBON NANOTUBE BASED ROPES

STRESS TRANSFER EFFICIENCY IN CARBON NANOTUBE BASED ROPES 6 TH INTRNATIONAL CONFRNC ON COMPOSIT MATRIALS STRSS TRANSFR FFICINCY IN CARBON NANOTUB BASD ROPS Luis Zalamea* and R. Byron Pipes** [R. Byron Pipes]: bpipes@purdue.edu **Schools o Materials ngineering,

More information

WELDED ALUMINUM ALLOY PLATE GIRDERS SUBJECTED TO SHEAR FORCE

WELDED ALUMINUM ALLOY PLATE GIRDERS SUBJECTED TO SHEAR FORCE Advanced Steel Construction Vol. 8, No. 1, pp. 71-94 (2012) 71 WELDED ALUMINUM ALLOY PLATE GIRDERS SUBJECTED TO SHEAR FORCE Feng Zhou 1a, 1b, Ben Young 2,* and Hin-Chung Lam 3 1a Department o Building

More information

X-ray Diffraction. Interaction of Waves Reciprocal Lattice and Diffraction X-ray Scattering by Atoms The Integrated Intensity

X-ray Diffraction. Interaction of Waves Reciprocal Lattice and Diffraction X-ray Scattering by Atoms The Integrated Intensity X-ray Diraction Interaction o Waves Reciprocal Lattice and Diraction X-ray Scattering by Atoms The Integrated Intensity Basic Principles o Interaction o Waves Periodic waves characteristic: Frequency :

More information

Gecko and many insects (Fig. 1) have evolved fibrillar structures

Gecko and many insects (Fig. 1) have evolved fibrillar structures Shape insensitive optimal adhesion o nanoscale ibrillar structures Huajian Gao* and Haimin Yao Max Planck Institute or Metals Research, Heisenbergstrasse 3, D-70569 Stuttgart, Germany Edited by Jan D.

More information

Buckling of Double-walled Carbon Nanotubes

Buckling of Double-walled Carbon Nanotubes Buckling o Double-walled Carbon anotubes Y. H. Teo Engineering Science Programme ational University o Singapore Kent idge Singapore 960 Abstract This paper is concerned with the buckling o double-walled

More information

Introduction to Engineering Materials ENGR2000. Dr. Coates

Introduction to Engineering Materials ENGR2000. Dr. Coates Introduction to Engineering Materials ENGR2 Chapter 6: Mechanical Properties of Metals Dr. Coates 6.2 Concepts of Stress and Strain tension compression shear torsion Tension Tests The specimen is deformed

More information

A STUDY OF 0 -FIBRE MICROBUCKLING IN MULTIDIRECTIONAL COMPOSITE LAMINATES

A STUDY OF 0 -FIBRE MICROBUCKLING IN MULTIDIRECTIONAL COMPOSITE LAMINATES A STUDY OF -FIBRE MICROBUCKLING IN MULTIDIRECTIONAL COMPOSITE LAMINATES P. Berbinau and C. Soutis Department o Aeronautics, Imperial College o Science, Technology & Medicine Prince Consort Rd, London SW7

More information

Fatigue verification of high loaded bolts of a rocket combustion chamber.

Fatigue verification of high loaded bolts of a rocket combustion chamber. Fatigue veriication o high loaded bolts o a rocket combustion chamber. Marcus Lehmann 1 & Dieter Hummel 1 1 Airbus Deence and Space, Munich Zusammenassung Rocket engines withstand intense thermal and structural

More information

AXIALLY LOADED FRP CONFINED REINFORCED CONCRETE CROSS-SECTIONS

AXIALLY LOADED FRP CONFINED REINFORCED CONCRETE CROSS-SECTIONS AXIALLY LOADED FRP CONFINED REINFORCED CONCRETE CROSS-SECTIONS Bernát Csuka Budapest University o Technology and Economics Department o Mechanics Materials and Structures Supervisor: László P. Kollár 1.

More information

774. Tribological adhesion of particles in acoustic field

774. Tribological adhesion of particles in acoustic field 774. Tribological adhesion o particles in acoustic ield Vladas Vekteris 1 Vytautas Striška Vadim Mokšin 3 Darius Ozarovskis 4 Rolandas Zaremba 5 Vilnius Gediminas Technical University Department o Machine

More information

Acoustic forcing of flexural waves and acoustic fields for a thin plate in a fluid

Acoustic forcing of flexural waves and acoustic fields for a thin plate in a fluid Acoustic orcing o leural waves and acoustic ields or a thin plate in a luid Darryl MCMAHON Maritime Division, Deence Science and Technology Organisation, HMAS Stirling, WA Australia ABSTACT Consistency

More information

CHEM-E2200: Polymer blends and composites Fibre architecture and principles of reinforcement

CHEM-E2200: Polymer blends and composites Fibre architecture and principles of reinforcement CHEM-E2200: Polymer blends and composites Fibre architecture and principles of reinforcement Mark Hughes 19 th September 2016 Outline Fibre architecture Volume fraction and the rule of mixtures Principle

More information

The University of Melbourne Engineering Mechanics

The University of Melbourne Engineering Mechanics The University of Melbourne 436-291 Engineering Mechanics Tutorial Four Poisson s Ratio and Axial Loading Part A (Introductory) 1. (Problem 9-22 from Hibbeler - Statics and Mechanics of Materials) A short

More information

MEASUREMENT OF NORMAL CONTACT STIFFNESS ON FRACTAL ROUGH SURFACES

MEASUREMENT OF NORMAL CONTACT STIFFNESS ON FRACTAL ROUGH SURFACES 23 rd Australasian Conerence on the Mechanics o Structures and Materials (ACMSM23) Byron Bay, Australia, 9-2 December 204, S.T. Smith (Ed.) MEASUREMENT OF NORMAL CONTACT STIFFNESS ON FRACTAL ROUGH SURFACES

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

Mechanical Properties of Materials

Mechanical Properties of Materials Mechanical Properties of Materials Strains Material Model Stresses Learning objectives Understand the qualitative and quantitative description of mechanical properties of materials. Learn the logic of

More information

3D NON-LINEAR FINITE ELEMENT MODELLING OF TRADITIONAL TIMBER CONNECTIONS

3D NON-LINEAR FINITE ELEMENT MODELLING OF TRADITIONAL TIMBER CONNECTIONS 3D NON-LINEAR FINITE ELEMENT MODELLING OF TRADITIONAL TIMBER CONNECTIONS Bo-Han Xu 1, Abdelhamid Bouchaïr 1, Mustapha Taaount 1 ABSTRACT: In this paper, 3D non-linear inite element models are developed

More information

Reliability of Axially Loaded Fiber-Reinforced-Polymer Confined Reinforced Concrete Circular Columns

Reliability of Axially Loaded Fiber-Reinforced-Polymer Confined Reinforced Concrete Circular Columns American J. o Engineering and Applied Sciences (1): 31-38, 009 ISSN 1941-700 009 Science Publications Reliability o Axially Loaded Fiber-Reinorced-Polymer Conined Reinorced Concrete Circular Columns Venkatarman

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

Graphene-reinforced elastomers for demanding environments

Graphene-reinforced elastomers for demanding environments Graphene-reinforced elastomers for demanding environments Robert J Young, Ian A. Kinloch, Dimitrios G. Papageorgiou, J. Robert Innes and Suhao Li School of Materials and National Graphene Institute The

More information

Failure Diagrams of FRP Strengthened RC Beams

Failure Diagrams of FRP Strengthened RC Beams Failure Diagrams o FRP Strengthened RC Beams Abstract Bo GAO a, Christopher K. Y. LEUNG b and Jang-Kyo KIM a* a Department o Mechanical Engineering and b Department o Civil Engineering Hong Kong University

More information

Beam Bending Stresses and Shear Stress

Beam Bending Stresses and Shear Stress Beam Bending Stresses and Shear Stress Notation: A = name or area Aweb = area o the web o a wide lange section b = width o a rectangle = total width o material at a horizontal section c = largest distance

More information

Analysis of Friction-Induced Vibration Leading to Eek Noise in a Dry Friction Clutch. Abstract

Analysis of Friction-Induced Vibration Leading to Eek Noise in a Dry Friction Clutch. Abstract The 22 International Congress and Exposition on Noise Control Engineering Dearborn, MI, USA. August 19-21, 22 Analysis o Friction-Induced Vibration Leading to Eek Noise in a Dry Friction Clutch P. Wickramarachi

More information

Equations of State. Tiziana Boffa Ballaran

Equations of State. Tiziana Boffa Ballaran Equations o State iziana Boa Ballaran Why EoS? he Earth s interior is divided globally into layers having distinct seismic properties Speed with which body waves travel through the Earth s interior are

More information

HYDROGEN SPECTRUM = 2

HYDROGEN SPECTRUM = 2 MP6 OBJECT 3 HYDROGEN SPECTRUM MP6. The object o this experiment is to observe some o the lines in the emission spectrum o hydrogen, and to compare their experimentally determined wavelengths with those

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

S. Srinivasan, Technip Offshore, Inc., Houston, TX

S. Srinivasan, Technip Offshore, Inc., Houston, TX 9 th ASCE Specialty Conerence on Probabilistic Mechanics and Structural Reliability PROBABILISTIC FAILURE PREDICTION OF FILAMENT-WOUND GLASS-FIBER Abstract REINFORCED COMPOSITE TUBES UNDER BIAXIAL LOADING

More information

D : SOLID MECHANICS. Q. 1 Q. 9 carry one mark each. Q.1 Find the force (in kn) in the member BH of the truss shown.

D : SOLID MECHANICS. Q. 1 Q. 9 carry one mark each. Q.1 Find the force (in kn) in the member BH of the truss shown. D : SOLID MECHANICS Q. 1 Q. 9 carry one mark each. Q.1 Find the force (in kn) in the member BH of the truss shown. Q.2 Consider the forces of magnitude F acting on the sides of the regular hexagon having

More information

NCERT-XII / Unit- 09 Ray Optics

NCERT-XII / Unit- 09 Ray Optics REFLECTION OF LIGHT The laws o relection are.. (i) The incident ray, relected ray and the normal to the relecting surace at the point o incidence lie in the same plane (ii) The angle o relection (i.e.,

More information

OUTLINE DESIGN OF COLUMN BASE PLATES AND STEEL ANCHORAGE TO CONCRETE 12/21/ Introduction 2. Base plates. 3. Anchor Rods

OUTLINE DESIGN OF COLUMN BASE PLATES AND STEEL ANCHORAGE TO CONCRETE 12/21/ Introduction 2. Base plates. 3. Anchor Rods DESIGN OF COLUMN BSE PLTES ND STEEL NCHORGE TO CONCRETE OUTLINE 1. Introduction 2. Base plates a. Material b. Design using ISC Steel Design Guide Concentric axial load xial load plus moment xial load plus

More information

FILM STACKING IMPREGNATION MODEL FOR THERMOPLASTIC COMPOSITES APPLIED TO A NOVEL NET-SHAPE PREFORMING PROCESS

FILM STACKING IMPREGNATION MODEL FOR THERMOPLASTIC COMPOSITES APPLIED TO A NOVEL NET-SHAPE PREFORMING PROCESS The 8 th International Conerence on Flow Processes in Composite Materials (FPCM8) FILM STACKING IMPREGNATION MODEL FOR THERMOPLASTIC COMPOSITES APPLIED TO A NOVEL NET-SHAPE PREFORMING PROCESS S.T.Jespersen

More information

Title. Author(s)Dai, Jianguo; Ueda, Tamon; Sato, Yasuhiko. CitationJournal of Composites for Construction, 9(1): Issue Date Doc URL.

Title. Author(s)Dai, Jianguo; Ueda, Tamon; Sato, Yasuhiko. CitationJournal of Composites for Construction, 9(1): Issue Date Doc URL. Title Development o the Nonlinear Bond Stress-Slip Model Simple Method Author(s)Dai, Jianguo; Ueda, Tamon; Sato, Yasuhiko CitationJournal o Composites or Construction, 9(1): 52-62 Issue Date 2005 Doc URL

More information

The stress transfer efficiency of a single-walled carbon nanotube in epoxy matrix

The stress transfer efficiency of a single-walled carbon nanotube in epoxy matrix JOURNAL OF MATERIALS SCIENCE 39 (2 004)4481 4486 The stress transfer efficiency of a single-walled carbon nanotube in epoxy matrix K. Q. XIAO, L. C. ZHANG School of Aerospace, Mechanical and Mechatronic

More information

Numerical Simulation of the Behavior of Cracked Reinforced Concrete Members

Numerical Simulation of the Behavior of Cracked Reinforced Concrete Members Materials Sciences and Applications, 2014, 5, 883-894 Published Online October 2014 in SciRes. http://www.scirp.org/journal/msa http://dx.doi.org/10.4236/msa.2014.512090 Numerical Simulation o the Behavior

More information

SCALING EFFECTS IN THE LOW VELOCITY IMPACT RESPONSE OF FIBRE METAL

SCALING EFFECTS IN THE LOW VELOCITY IMPACT RESPONSE OF FIBRE METAL SCALING EFFECTS IN THE LOW VELOCITY IMPACT RESPONSE OF FIBRE METAL LAMINATES J. G. Carrillo 1, S. McKown 1, M. Mujib 1 and W. J. Cantwell 1. R. Day 2 1 Department of Engineering, University of Liverpool,

More information

ANALYTICAL FRACTURE MECHANICS ANALYSIS OF THE PULL-OUT TEST INCLUDING THE EFFECTS OF FRICTION AND THERMAL STRESSES

ANALYTICAL FRACTURE MECHANICS ANALYSIS OF THE PULL-OUT TEST INCLUDING THE EFFECTS OF FRICTION AND THERMAL STRESSES Advanced Composite Letters, Vol. 9, No. 6, 373-383 000 Full Article ANALYTICAL FRACTURE MECHANICS ANALYSIS OF THE PULL-OUT TEST INCLUDING THE EFFECTS OF FRICTION AND THERMAL STRESSES John A. Nairn Material

More information

1. Interference condition. 2. Dispersion A B. As shown in Figure 1, the path difference between interfering rays AB and A B is a(sin

1. Interference condition. 2. Dispersion A B. As shown in Figure 1, the path difference between interfering rays AB and A B is a(sin asic equations or astronomical spectroscopy with a diraction grating Jeremy Allington-Smith, University o Durham, 3 Feb 000 (Copyright Jeremy Allington-Smith, 000). Intererence condition As shown in Figure,

More information

Calibration of Bond Coefficient for Deflection Control of FRP RC Members

Calibration of Bond Coefficient for Deflection Control of FRP RC Members Fourth International Conerence on FRP Composites in Civil Engineering (CICE008) -4July 008, Zurich, Switzerland Calibration o Bond Coeicient or Delection Control o FRP RC Members R. Fico, A. Prota & G.

More information

Characterization of Internal State Variable for fiber fracture in UD Composite

Characterization of Internal State Variable for fiber fracture in UD Composite Characterization o Internal State ariable or iber racture in UD Composite Modris Megnis,, Povl Brondsted 3, Sai A. Rehman 4, Tanveer Ahmad 5 Summary The continuum damage mechanics is used to describe the

More information

Supporting Information for: Flexible Energy Conversion

Supporting Information for: Flexible Energy Conversion Supporting Inormation or: Piezoelectric Nanoribbons Printed onto Rubber or Flexible Energy Conversion Yi Qi, Noah T. Jaeris, Kenneth Lyons, Jr., Christine M. Lee, Habib Ahmad, Michael C. McAlpine *, Department

More information

Part I: Thin Converging Lens

Part I: Thin Converging Lens Laboratory 1 PHY431 Fall 011 Part I: Thin Converging Lens This eperiment is a classic eercise in geometric optics. The goal is to measure the radius o curvature and ocal length o a single converging lens

More information

6.1 The Linear Elastic Model

6.1 The Linear Elastic Model Linear lasticit The simplest constitutive law or solid materials is the linear elastic law, which assumes a linear relationship between stress and engineering strain. This assumption turns out to be an

More information

Supplementary Figures

Supplementary Figures Fracture Strength (GPa) Supplementary Figures a b 10 R=0.88 mm 1 0.1 Gordon et al Zhu et al Tang et al im et al 5 7 6 4 This work 5 50 500 Si Nanowire Diameter (nm) Supplementary Figure 1: (a) TEM image

More information

Towards Affordable, Closed-Loop Recyclable Future Low Carbon Vehicles. Supervisors : Dr. L.T. Harper, Dr. M. Johnson, Prof. N.A.

Towards Affordable, Closed-Loop Recyclable Future Low Carbon Vehicles. Supervisors : Dr. L.T. Harper, Dr. M. Johnson, Prof. N.A. Towards Affordable, Closed-Loop Recyclable Future Low Carbon Vehicles Supervisors : Dr. L.T. Harper, Dr. M. Johnson, Prof. N.A. Warrior Moulding issues with CF/PP Now looking to use CF/PA6 consolidation

More information

DEVELOPMENT OF MEASURING SYSTEM FOR STRESS BY MEANS OF IMAGE PLATE FOR LABORATORY X-RAY EXPERIMENT

DEVELOPMENT OF MEASURING SYSTEM FOR STRESS BY MEANS OF IMAGE PLATE FOR LABORATORY X-RAY EXPERIMENT Copyright JCPDS - International Centre for Diffraction Data 003, Advances in X-ray Analysis, Volume 46. 6 DEVELOPMENT OF MEASURING SYSTEM FOR STRESS BY MEANS OF IMAGE PLATE FOR LABORATORY X-RAY EXPERIMENT

More information

Plastic mechanism analysis of CHS stub columns strengthened using CFRP

Plastic mechanism analysis of CHS stub columns strengthened using CFRP Plastic mechanism analis o CHS stub columns strengthened using CFRP M. Elchalakani School o rchitectural, Civil and Mechanical Engineering, Victoria University, Melbourne, ustralia M.R. Bambach Department

More information

Deforming Single and Multilayer Graphenes in Tension and Compression

Deforming Single and Multilayer Graphenes in Tension and Compression Deforming Single and Multilayer Graphenes in Tension and Compression Costas Galio*s*, Georgia Tsoukleri, Konstan*nos Papagelis, John Parthenios Otakar Frank Kostya Novoselov FORTH/ICE- HT & Univ. Patras,

More information

N = N A Pb A Pb. = ln N Q v kt. = kt ln v N

N = N A Pb A Pb. = ln N Q v kt. = kt ln v N 5. Calculate the energy for vacancy formation in silver, given that the equilibrium number of vacancies at 800 C (1073 K) is 3.6 10 3 m 3. The atomic weight and density (at 800 C) for silver are, respectively,

More information

Chem 406 Biophysical Chemistry Lecture 1 Transport Processes, Sedimentation & Diffusion

Chem 406 Biophysical Chemistry Lecture 1 Transport Processes, Sedimentation & Diffusion Chem 406 Biophysical Chemistry Lecture 1 Transport Processes, Sedimentation & Diusion I. Introduction A. There are a group o biophysical techniques that are based on transport processes. 1. Transport processes

More information

Chapter. Materials. 1.1 Notations Used in This Chapter

Chapter. Materials. 1.1 Notations Used in This Chapter Chapter 1 Materials 1.1 Notations Used in This Chapter A Area of concrete cross-section C s Constant depending on the type of curing C t Creep coefficient (C t = ε sp /ε i ) C u Ultimate creep coefficient

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

Advanced Structural Analysis EGF Section Properties and Bending

Advanced Structural Analysis EGF Section Properties and Bending Advanced Structural Analysis EGF316 3. Section Properties and Bending 3.1 Loads in beams When we analyse beams, we need to consider various types of loads acting on them, for example, axial forces, shear

More information

PHYSICS nd TERM Outline Notes (continued)

PHYSICS nd TERM Outline Notes (continued) PHYSICS 2800 2 nd TERM Outline Notes (continued) Section 6. Optical Properties (see also textbook, chapter 15) This section will be concerned with how electromagnetic radiation (visible light, in particular)

More information

Comparison Between Different Finite Element Methods for Foreseeing the Elastic Properties of Carbon nanotube Reinforced Epoxy Resin Composite

Comparison Between Different Finite Element Methods for Foreseeing the Elastic Properties of Carbon nanotube Reinforced Epoxy Resin Composite Comparison Between Dierent Finite lement Methods or Foreseeing the lastic Properties o Carbon nanotube Reinorced poy Resin Composite Abdolhosein.Fereidoon, smaeel.saeedi, and Babak.Ahmadimoghadam Abstract

More information

CHAPTER 3 THE EFFECTS OF FORCES ON MATERIALS

CHAPTER 3 THE EFFECTS OF FORCES ON MATERIALS CHAPTER THE EFFECTS OF FORCES ON MATERIALS EXERCISE 1, Page 50 1. A rectangular bar having a cross-sectional area of 80 mm has a tensile force of 0 kn applied to it. Determine the stress in the bar. Stress

More information

Internal thermal noise in the LIGO test masses: A direct approach

Internal thermal noise in the LIGO test masses: A direct approach PHYSICAL EVIEW D VOLUME 57, NUMBE 2 15 JANUAY 1998 Internal thermal noise in the LIGO test masses: A direct approach Yu. Levin Theoretical Astrophysics, Caliornia Institute o Technology, Pasadena, Caliornia

More information

Identification of interface properties using Fibre Bragg Grating sensors in a fibre pull-out test Gabriel Dunkel, Laurent Humbert and John Botsis

Identification of interface properties using Fibre Bragg Grating sensors in a fibre pull-out test Gabriel Dunkel, Laurent Humbert and John Botsis Identification of interface properties using Fibre Bragg Grating sensors in a fibre pull-out test Gabriel Dunkel, Laurent Humbert and John Botsis Laboratory of Applied Mechanics and Reliability Analysis

More information

Optimization of Flexural capacity of Reinforced fibrous Concrete Beams Using Genetic Algorithm

Optimization of Flexural capacity of Reinforced fibrous Concrete Beams Using Genetic Algorithm Optimization o Flexural capacity o Reinorced ibrous Concrete Beams Using Genetic Algorithm SUJI.D,NATESAN S.C, MURUGESAN.R Biography: Suji.D is a Research Scholar at Sathyabama Institute O Science and

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

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

Chapter 4 Imaging. Lecture 21. d (110) Chem 793, Fall 2011, L. Ma

Chapter 4 Imaging. Lecture 21. d (110) Chem 793, Fall 2011, L. Ma Chapter 4 Imaging Lecture 21 d (110) Imaging Imaging in the TEM Diraction Contrast in TEM Image HRTEM (High Resolution Transmission Electron Microscopy) Imaging or phase contrast imaging STEM imaging a

More information

Reliability assessment on maximum crack width of GFRPreinforced

Reliability assessment on maximum crack width of GFRPreinforced Fourth International Conerence on FRP Composites in Civil Engineering (CICE2008) 22-24July 2008, Zurich, Switzerland Reliability assessment on maximum crack width o GFRPreinorced concrete beams Z. He and

More information

Heat transfer studies for a crystal in a synchrotron radiation beamline

Heat transfer studies for a crystal in a synchrotron radiation beamline Sādhanā Vol. 34, Part 2, April 2009, pp. 243 254. Printed in India Heat transer studies or a crystal in a synchrotron radiation beamline A K SINHA Synchrotron Utilisation and Materials Research Division,

More information

DAMAGE MECHANICS MODEL FOR OFF-AXIS FATIGUE BEHAVIOR OF UNIDIRECTIONAL CARBON FIBER-REINFORCED COMPOSITES AT ROOM AND HIGH TEMPERATURES

DAMAGE MECHANICS MODEL FOR OFF-AXIS FATIGUE BEHAVIOR OF UNIDIRECTIONAL CARBON FIBER-REINFORCED COMPOSITES AT ROOM AND HIGH TEMPERATURES DAMAGE MECHANICS MODEL FOR OFF-AXIS FATIGUE BEHAVIOR OF UNIDIRECTIONAL CARBON FIBER-REINFORCED COMPOSITES AT ROOM AND HIGH TEMPERATURES M. Kawai Institute of Engineering Mechanics University of Tsukuba,

More information

Novel Thermal Analysis Model of the Foot-Shoe Sole Interface during Gait Motion

Novel Thermal Analysis Model of the Foot-Shoe Sole Interface during Gait Motion Proceedings Novel Thermal Analysis Model o the Foot-Shoe Sole Interace during Gait Motion Yasuhiro Shimazaki * and Kazutoshi Aisaka Department o Human Inormation Engineering, Okayama Preectural University,

More information

8.3 Design of Base Plate for Thickness

8.3 Design of Base Plate for Thickness 8.3 Design o Base Plate or Thickness 8.3.1 Design o base plate or thickness (Elastic Design) Upto this point, the chie concern has been about the concrete oundation, and methods o design have been proposed

More information

COMPUTATIONAL MODELING OF FIBER REINFORCED CONCRETE WITH APPLICATION TO PROJECTILE PENETRATION

COMPUTATIONAL MODELING OF FIBER REINFORCED CONCRETE WITH APPLICATION TO PROJECTILE PENETRATION ALMA MATER STUDIORUM UNIVERSITA DEGLI STUDI DI BOLOGNA FACOLTA DI INGEGNERIA Corso di laurea in Ingegneria civile D.I.S.T.A.R.T. Dipartimento di Ingegneria delle Strutture, dei Trasporti, delle Acque,del

More information

Size Effect on Strength of Bimaterial Joints: Computational Approach versus Analysis and Experiment

Size Effect on Strength of Bimaterial Joints: Computational Approach versus Analysis and Experiment Proc. (CD), 12th Intern. Con. on Fracture (ICF-12) (held in Ottawa, Canada, July 2009), Robert Bell, ed., Carleton University, pp. 1 10. Size Eect on Strength o Bimaterial Joints: Computational Approach

More information

Professor, Institute of Engineering Mechanics, Harbin. China 2. Ph.D Student, Institute of Engineering Mechanics, Harbin. China 3

Professor, Institute of Engineering Mechanics, Harbin. China 2. Ph.D Student, Institute of Engineering Mechanics, Harbin. China 3 The 14 th World Conerence on Earthquake Engineering COMPARISON OF FRP-RETROFITTING STRATEGIES IN CHINESE AND ITALIAN CODES J. W. DAI 1, Y.R. WANG 2, B. JIN 1, 3, D.F.ZU 4, Silvia Alessandri 5, Giorgio

More information

A SHEAR TRANSFER MODEL FOR ROUGH JOINTS BASED ON CONTACT AND FRACTURE MECHANICS

A SHEAR TRANSFER MODEL FOR ROUGH JOINTS BASED ON CONTACT AND FRACTURE MECHANICS VIII International Conerence on Fracture Mechanics o Concrete and Concrete Structures FraMCoS-8 J.G.M. Van Mier, G. Ruiz, C. Andrade, R.C. Yu and X.X. Zhang (Eds) A SHEAR TRANSFER MODEL FOR ROUGH JOINTS

More information