The Small Scale Effect on Nonlinear Vibration of Single Layer Graphene Sheets

Size: px
Start display at page:

Download "The Small Scale Effect on Nonlinear Vibration of Single Layer Graphene Sheets"

Transcription

1 World Acdem of Science, Engineering nd Technolog Interntionl Journl of Mechnicl, Aerospce, Industril, Mechtronic nd Mnufcturing Engineering Vol:5, No:6, The Smll Scle Effect on Nonliner Virtion of Single Ler Grphene Sheets E. Jomehzdeh, A.R. Sidi Interntionl Science Inde, Mechnicl nd Mechtronics Engineering Vol:5, No:6, wset.org/puliction/86 Astrct In the present rticle, nonliner virtion nlsis of single ler grphene sheets is presented nd the effect of smll length scle is investigted. Using the Hmilton's principle, the three coupled nonliner equtions of motion re otined sed on the von Krmn geometricl model nd Eringen theor of nonlocl continuum. The solutions of Free nonliner virtion, sed on one term mode shpe, re found for oth simpl supported nd clmped grphene sheets. A complete nlsis of grphene sheets with movle s well s immovle in-plne conditions is lso crried out. The results otined herein re compred with those ville in the literture for clssicl isotropic rectngulr pltes nd ecellent greement is seen. Also, the nonliner effects re presented s functions of geometric properties nd smll scle prmeter. Kewords Smll scle, Nonliner virtion, Grphene sheet, Nonlocl continuum I. INTRODUCTION HE lrge mplitude virtion nlsis hs ecome T incresingl importnt prticulrl in thin-wlled structures such s pltes nd shells nd severl ttempts hve een mde to otin solution for nonliner virtion of such structures. The lrge mplitude virtion nlsis hs ecome incresingl importnt prticulrl in thin-wlled structures such s pltes nd shells nd severl ttempts hve een mde to otin solution for nonliner virtion of such structures. The lrge mplitude virtions of pltes of vrious geometries hve een investigted severl uthors. The generl solutions of the lrge mplitude virtion of thin elstic pltes were otined Chu nd Herrmn [] nd Ymki []. The nonliner free virtion ehvior of rectngulr cross pl lmintes ws investigted Singh et l. [] using direct numericl integrtion. Leung nd Mo [] studied simpl supported rectngulr pltes with movle edges using the Glerkin method. Theoreticl nd eperimentl studies for geometricll nonliner virtions of rectngulr pltes were developed Amili [5]. Nonliner free ismmetric virtion of simpl supported isotropic circulr pltes ws investigted Hterouch nd Benmr [6] using the energ method nd multimode pproch. An nlticl solution ws provided Woo et l. [7] for the nonliner free virtion ehvior of pltes mde of functionll grded mterils. Amili nd Frhdi [8] used the clssicl von Krmn nd the first order sher deformtion theories for E. Jomehzdeh is with the Deprtment of Mechnicl Engineering t Shhid Bhonr Universit of Kermn, Irn (corresponding uthor to provide phone: ; f: ; e-mil: jomehzdeh@hoo.com. A.R. Sidi is with the Deprtment of Mechnicl Engineering t Shhid Bhonr Universit of Kermn, Irn, (e-mil:sidi@mil.uk.c.ir. studing the nonliner forced virtions of isotropic nd lminted composite rectngulr pltes.due to the vst computtionl epenses of nno-structures nlses when using tomic lttice dnmics nd moleculr dnmic simultions, there is gret interest in ppling continuum mechnics for nlsis of nno-structures. Mn studies hve een crried out for virtion nlsis of nno-structures such s nnotues nd nno-pltes. Lim nd He [9] developed von Krmn tpe nonliner model for ultr-thin, elsticll isotropic films with surfce effect. Kitipornchi et l. [] used the continuum plte model for mechnicl nlsis of grphene sheets. Bsed on the continuum mechnics nd multiple-elstic em model, Fu et l. [] investigted the nonliner free virtion nlsis of emedded cron nnotues. Prdhn nd Phdikr [] presented clssicl nd first-order sher deformtion plte theories for virtion of nno-pltes. Their pproch ws sed on the Nvier solution nd for nno-plte with ll edges simpl supported. Ke et l. [] investigted the nonliner free virtion of emedded doule-wlled cron nnotues sed on the Eringen s nonlocl elsticit theor nd von Krmn geometric nonlinerit using differentil qudrture method. Dong nd Lim [] studied the nonliner free virtions of nno-em with simpl supports oundr conditions sed on nonlocl elsticit theor. Murmu nd Prdhn [5] developed single elstic em model for thermo-mechnicl virtion of single-wlled cron nnotue emedded in n elstic medium sed on nonlocl elsticit theor. Nonliner free virtion of single-wlled cron nnotues sed on the Timoshenko em model ws studied Yng et l. [6]. An elstic continuum pproch for modeling the nonliner virtion of doule-wlled cron nnotues under hrmonic ecittion ws investigted Hww nd Qhtni [7].Prcticll ll of the prolems in mechnics re nonliner nd lineriztion is commonl n pproimtion. Therefore, the infinitesiml deformtion model is invlid, nd geometricll nonliner model is evidentl needed. In this pper, the lrge mplitude virtion of single ler grphene sheet is studied sed on the nno-plte model. Considering the smll scle effect in constitutive reltions nd using the von Krmn nonliner model, the governing equtions of motion re otined in form of two coupled nonliner prtil differentil equtions. The free virtion nlsis re presented for oth simpl supported nd clmped nno-pltes with movle nd immovle in-plne conditions. The effects of nonlocl prmeter, oundr condition nd spect rtio on the nonliner virtion ehvior of grphene sheets re discussed in detils. Interntionl Scholrl nd Scientific Reserch & Innovtion 5(6 99 scholr.wset.org/999.8/86

2 World Acdem of Science, Engineering nd Technolog Interntionl Journl of Mechnicl, Aerospce, Industril, Mechtronic nd Mnufcturing Engineering Vol:5, No:6, Interntionl Science Inde, Mechnicl nd Mechtronics Engineering Vol:5, No:6, wset.org/puliction/86 II. CONSTITUTIVE RELATIONS OF NONLOCAL CONTINUUM According to nonlocl elsticit theor, the stress t reference point X is considered to e function of the strin field t ever point X ' in the od. The nonlocl stress tensor σ t point X cn e epressed s σ K( X ' X, τ σ '( X ' dx ' ( V where σ ' is the clssicl stress tensor nd K( X ' X is the Kernel function represents the nonlocl modulus. While the constitutive equtions of clssicl elsticit is n lgeric reltion etween stress nd strin tensors, tht of nonlocl elsticit involves sptil integrls which represent weighted verges of contriutions of the strin of ll points in the od to the stress t the given point. Eringen [8] showed tht it is possile to represent the integrl constitutive reltion in n equivlent differentil form s ( μ σ σ ' ( where μ ( e is the nonlocl prmeter, n internl chrcteristic length nd e constnt. Also, is the Lplcin opertor. III. FORMULATION Consider thin nno-plte of totl thickness h with dimension for modeling the single ler grphene sheet. The origin of the Crtesin coordinte sstem is locted in the middle of the plte. Since the grphene sheet is ssumed to hve lrge mplitude motion, the von Krmn tpe strindisplcement reltions re used s ε ε + zκ ε ε + zκ ( γ γ + zκ, where u w + ( ε κ v w ε + (, κ ( γ u v κ + + w Here the time dependent vriles u, v nd w re the midplne displcement components in the, nd z directions respectivel. As it cn e seen, the strin-displcement reltions re nonliner with respect to trnsverse displcement. According to Hmilton's principle, the equtions of motion of the nno-plte cn e given t δ Ldt (5 t where L is the Lgrngin nd t is the time vrile. Epressing the Lgrngin prmeter sed on the von Krmn theor nd considering the smll scle effect from Eq. ( in constitutive reltions, the non-liner equtions of motion for nno-plte cn e otined s follows N N & + ( μ ( Iu&& I (6 N N & + ( μ ( I v&& I (6 M M M ( N + N + ( N + N + P (6c u&& v&& w&& w&& ( μ ( I w&& + I( + I ( + where dot denotes differentition with respect to time nd P is the lod cting on the plte in z direction. The resultnt forces ( N, N, N nd resultnt moments ( M, M, M cn e defined in terms of strins s ν N ν ε ν N ε N Eh h h γ ν (7 M ν κ M h h ν κ M ( ν h κ where E nd ν re respectivel the Young modulus nd Poisson rtio of the nno-plte. Also, the inerti prmeters ( I, I, I cn e epressed in term of densit of the plte, ρ, s follow h / ( I, I, I ρ (, z, z dz (8 h / As it cn e concluded, the prmeter I is identicll zero for smmetric nno-plte with respect to z is. Rju et l. [9] showed tht the effect of longitudinl or inplne inerti on lrge mplitude virtion of thin-wlled structures is negligile. Vnishing the in-plne inerti terms, it cn e seen tht two first equtions (6 will e ectl stisfied if stress function ϕ is defined such s N, N, N (9 Sustituting these reltions into Eq. (6c nd epressing the resultnt moments in terms of trnsverse displcement ield D w + ( I I ( μ ( w&& + w& P w w w ( + where D denotes the fleurl rigidit of the nno-plte ( Eh D. Eq. ( is nonliner fourth order prtil ( ν differentil eqution in terms of trnsverse displcement nd Interntionl Scholrl nd Scientific Reserch & Innovtion 5(6 995 scholr.wset.org/999.8/86

3 World Acdem of Science, Engineering nd Technolog Interntionl Journl of Mechnicl, Aerospce, Industril, Mechtronic nd Mnufcturing Engineering Vol:5, No:6, Interntionl Science Inde, Mechnicl nd Mechtronics Engineering Vol:5, No:6, wset.org/puliction/86 stress function, nd it needs to e ugmented with comptiilit eqution. Eliminting u nd v from Eq. ( nd epressing the in-plne strin components in terms of stress function, one cn otined the comptiilit eqution s w w w ϕ Eh ( ( Eqs. ( nd ( re the strting equtions for nlzing the nonliner virtion nlsis of grphene sheets. As it cn e seen these equtions re nonliner prtil differentil equtions with totl degree of eight. Thus, the nonliner ehvior cn e considered s two kinds, one from the inplne forces due to the nture of edge restrins nd the other due to the interction of displcement components ffected in the in-plne differentil equtions s well s comptiilit conditions. Also, the in-plne displcement components cn e epressed in terms of w nd ϕ help of Eqs. (, (7 nd (9 the following reltions u v ( ν Eh ( ν Eh ( ( d d IV. FREE VIBRATION ANALYSIS ( ( For lrge mplitude free virtion nlsis of grphene sheets, the eternl lod is ssumed to e zero ( P. Four oundr conditions re considered for the nno-plte s ll edges simpl supported oundr condition with either movle or immovle in-plne edges nd ll edges clmped oundr condition with either movle or immovle inplne edges. i. An ll edges simpl supported (SSSS grphene sheet Let us consider simpl supported nno-plte with the following oundr conditions Simpl supported with movle in-plne edge (SSSS / d t ± / / / d t ± ( Simpl supported with immovle in-plne edge (SSSS u t ± ( v t ± The movle in-plne edge is the edge which is kept stright distriution of norml stresses nd therefore the resultnt stresses on the edge is zero. The nonliner free virtion response of the simpl supported nno-plte cn e otined introducing the following dmissile function for trnsverse deflection nπ mπ w hw ( tcos( cos( ( where n nd m re the numers of hlf cosine wves in the nd directions respectivel nd W (t is function of time onl. It is ovious tht Eq. ( stisfies the first two oundr conditions in Eqs. ( nd ( of ech edge. Sustituting Eq. ( in the right side of Eq. (, the generl solution for stress function ϕ cn e otined s ϕ C m cos(nπ / + n cos(mπ / (5 C should e determined Eh + C + W ( t n m The integrl constnt C nd wheres the two lst conditions (in-plne oundr conditions of Eqs. ( or ( re stisfied. It is es to show tht for movle simpl supported nno-plte (SSSS, the constnt coefficients C nd C should e equl to zero nd for immovle simpl supported nno-pltes (SSSS these coefficients re s follows Eh π ( + ν C W ( t 6( ν (6 Eh π ( + ν C W ( t 6( ν The trnsverse displcement w nd the stress function ϕ cn e introduced from Eqs. ( nd (5 into the sic Eq. ( nd, in ccording to the Glerkin procedure, the integrl Γ( w, ϕ Ψ da (7 A cn e computed over the re of the nno-plte. Γ ( w, ϕ is the nonliner eqution ( nd Ψ is the sptil prt of dmissile function (. A simple ut length clcultion of the ove integrl leds to modl time differentil eqution of Duffing s tpe, for oth cses, which cn e written s d W ( t + α W ( t + βw ( t (8 dt where the prmeters α nd β re defined in terms of grphene sheet properties s D( + α π (9 ( + h π + h π ( + μπ + μπ ρh Eh ( + β π for SSSS ( + h π + h π ( + μπ + μπ ρ (9 9D( ν + ν ν β π for SSSS ( + h π + h π ( + μπ + μπ ρh (9c For liner virtion of the grphene sheet in which term β W (t cn e neglected, the corresponding liner nturl frequenc is given ω l α. For periodic motion with Interntionl Scholrl nd Scientific Reserch & Innovtion 5(6 996 scholr.wset.org/999.8/86

4 World Acdem of Science, Engineering nd Technolog Interntionl Journl of Mechnicl, Aerospce, Industril, Mechtronic nd Mnufcturing Engineering Vol:5, No:6, Interntionl Science Inde, Mechnicl nd Mechtronics Engineering Vol:5, No:6, wset.org/puliction/86 mplitude w, the nonliner nturl frequenc of Duffing Eq. (8 cn e epressed in term of Jcoi elliptic function s [] π α + βw ω nl ( βw K ( α + βw where K is the complete elliptic integrl of the first kind defined s π / dθ K ( m ( msin θ ii. An ll edges clmped (CCCC grphene sheet The oundr conditions for clmped edges nno-plte m e identified s Clmped movle edge (CCCC / w d t ± w / / / d t ± ( Clmped immovle edge (CCCC w u t ± ( w v t ± Assume tht solution of trnsverse displcement cn e epressed in the following form nπ mπ w hw ( tcos ( cos ( ( It is es to show tht the function ( ectl stisfies the two first oundr conditions in clmped edges. Doing the sme procedure s the previous cse, the Duffing s eqution cn e otined s Eq. (8 with different coefficients. V. NUMERICAL RESULTS In order to verif the ccurc of the present formultions, the results re compred with the ville results in literture for specil cse of clssicl rectngulr pltes in which the nonlocl effect is neglected ( μ. Fig. presents comprtive stud of the non-liner to liner time period rtio versus the non-dimensionl mplitude for squre simpl supported rectngulr plte for oth immovle nd movle edges with ν.. It cn e oserved tht the results of the present stud re sufficientl ccurte with the results in Ref. []. For numericl results, the following properties re ssumed for the grphene sheet E 5.86eV / A, ν. 9, h. 7 A, ρ.mg / A ( In order to recognize the hrdening or softening stte of the grphene sheet, the prmeter β is depicted in Fig. versus the nonlocl prmeter μ. It cn e sid tht the coefficient of W (t is lws positive nd therefore the grphene sheet hs hrd stiffness. Also, it cn e concluded tht s the smll scle effect increses the hrdening stiffness of the nno-plte rpidl decreses. i.e. the smll scle effect mkes the nnoplte more fleile s the nonlocl model m e viewed s toms linked elstic springs while the locl continuum model ssumes the spring constnt to tke on n infinite vlue. The nonliner to liner frequencies rtio versus mplitude is plotted to stud the effects of phsicl properties of grphene sheets. Bckone curves (nonliner to liner frequencmplitude curve re plotted for ll edge simpl supported nd ll edges clmped grphene sheets in Fig. nd, respectivel. It is found tht the ckone curves do not depend on the nonlocl prmeter. Also, it cn e seen tht the effect of spect rtio on ckone curves of simpl supported nno-pltes is more significnt thn tht of clmped nno-pltes. Besides, it cn e concluded tht the in-plne oundr conditions re ver importnt in nonliner nlsis, s these cn chnge the ckone curves quite significntl. VI. CONCLUSION The free nonliner virtion nlsis of single ler grphene sheets hs een studied nd the smll scle effect on the nonliner ehvior of the nno-pltes hs een investigted. Considering the Eringen nonlocl theor nd von Krmn hpothesis, the nonliner equtions of motion hve een otined using the Hmilton s principle. The solutions for the lrge mplitude virtions of nno-plte hve een found. The effects of nonlocl prmeter, oundr conditions, spect rtio on the nonliner virtion of grphene sheets hve een discussed. It hs een seen tht the smll length scle decreses the nonliner ehvior of the grphene sheets. Also, it hs een shown tht the ckone curves of the grphene sheets do not depend on nonlocl prmeter. T nl /T l present SSSS Ref. [] SSSS present SSSS Ref. [] SSSS..5.5 w Fig. The comprison of ckone curves of rectngulr plte Interntionl Scholrl nd Scientific Reserch & Innovtion 5(6 997 scholr.wset.org/999.8/86

5 World Acdem of Science, Engineering nd Technolog Interntionl Journl of Mechnicl, Aerospce, Industril, Mechtronic nd Mnufcturing Engineering Vol:5, No:6, Interntionl Science Inde, Mechnicl nd Mechtronics Engineering Vol:5, No:6, wset.org/puliction/86 β CCCC SSSS CCCC SSSS μ Fig. Influence of nonlocl prmeter on the nonliner ehvior of grphene sheets. h ω nl / ω l SSSS / SSSS / SSSS / SSSS / w Fig. Bckone curves for ll edges simpl supported grphene sheets ω nl / ω l CCCC / CCCC / CCCC / CCCC / REFERENCES [] H. Chu, G. Herrmnn, Influence of lrge mplitudes on free fleurl virtions of rectngulr elstic pltes, Journl of Applied Mechnics,, 956, pp [] N. Ymki, Influence of lrge mplitudes on fleurl virtions of elstic pltes, ZAMM,, 96, pp [] G. Singh, K. Rju, G.V. Ro, Non-liner virtions of simpl supported rectngulr cross-pl pltes, Journl of Sound nd Virtion,, 99, pp. -6. [] A.Y.T. Leung, S.G. Mo, A smplectic Glerkin method for non-liner virtion of ems nd pltes, Journl of Sound nd Virtion, 8, 995, pp [5] M. Amili, Nonliner virtions of rectngulr pltes with different oundr conditions: theor nd eperiments, Computers nd Structures, 8,, pp [6] M. Hterouch, R. Benmr, Geometricll nonliner free virtions of simpl supported isotropic thin circulr pltes, Journl of Sound nd Virtion, 8, 5, pp [7] J. Woo, S.A. Meguid, L.S. Ong, Nonliner free virtion ehvior of functionll grded pltes, Journl of Sound nd Virtion, 89, 6, pp [8] M. Amili, S. Frhdi, Sher deformle versus clssicl theories for nonliner virtions of rectngulr isotropic nd lminted composite pltes, Journl of Sound nd Virtion,, 9, pp [9] C.W. Lim, L.H. He, Size-dependent nonliner response of thin elstic films with nno-scle thickness, Interntionl Journl of Mechnicl Sciences, 6,, pp [] S. Kitipornchi, X.Q. He, K.M. Liew, Continuum model for the virtion of multilered grphene sheets, Phsicl Review B, 7, 75, 5, 6 pges. [] Y.M. Fu, J.W. Hong, X.Q. Wng, Anlsis of nonliner virtion for emedded cron nnotues, Journl of Sound nd Virtion, 96, 6, pp [] S.C. Prdhn, J.K. Phdikr. Nonlocl elsticit theor for virtion of nnopltes, Journl of Sound nd Virtion, 5, 9, pp. 6. [] L.L. Ke, Y. Xing, J. Yng, S. Kitipornchi, Nonliner free virtion of emedded doule-wlled cron nnotues sed on nonlocl Timoshenko em theor, Computtionl Mterils Science, 7, 9, pp.9 7. [] Y.X. Dong, C.W. LIM, Nonliner virtions of nno-ems ccounting for nonlocl effect using multiple scle method, Science in Chin Series E: Technologicl Sciences, 5, 9, pp [5] T. Murmu, S.C. Prdhn, Thermo-mechnicl virtion of singlewlled cron nnotue emedded in n elstic medium sed on nonlocl elsticit theor, Computtionl Mterils Science, 6, 9, pp [6] J. Yng, L.L. Ke, S. Kitipornchi, Nonliner free virtion of singlewlled cron nnotues using nonlocl Timoshenko em theor, Phsic E,,, pp [7] M.A. Hww, H.M. Al-Qhtni, Nonliner oscilltions of doulewlled cron nnotue, Computtionl Mterils Science, 8,, pp.. [8] C. Eringen, On differentil equtions of nonlocl elsticit nd solutions of screw disloction nd surfce wves, Journl of Applied Phsics, 5, 98, pp [9] I.S. Rju, G.V. Ro, K. Rju, Effect of longitudinl or inplne deformtion nd inerti on the lrge mplitude fleurl virtions of slender em nd thin pltes, Journl of Sound nd Virtion, 9, 976, pp. 5-. [] A. Beléndez, D.I. Méndez, E. Fernndez, S. Mrini, I. Pscul, An eplicit pproimte solution to the Duffing-hrmonic oscilltor cuiction method, Phsics Letters A, 7, 9, pp [] J.J. Stoker, Nonliner virtions in Mechnicl nd Electricl Sstems, John Wile & Sons, Inc., New York, 95. w Fig. Bckone curves for ll edges clmped grphene sheets Interntionl Scholrl nd Scientific Reserch & Innovtion 5(6 998 scholr.wset.org/999.8/86

M344 - ADVANCED ENGINEERING MATHEMATICS

M344 - ADVANCED ENGINEERING MATHEMATICS M3 - ADVANCED ENGINEERING MATHEMATICS Lecture 18: Lplce s Eqution, Anltic nd Numericl Solution Our emple of n elliptic prtil differentil eqution is Lplce s eqution, lso clled the Diffusion Eqution. If

More information

A Brief Note on Quasi Static Thermal Stresses In A Thin Rectangular Plate With Internal Heat Generation

A Brief Note on Quasi Static Thermal Stresses In A Thin Rectangular Plate With Internal Heat Generation Americn Journl of Engineering Reserch (AJER) 13 Americn Journl of Engineering Reserch (AJER) e-issn : 3-847 p-issn : 3-936 Volume-, Issue-1, pp-388-393 www.jer.org Reserch Pper Open Access A Brief Note

More information

Equations of Motion. Figure 1.1.1: a differential element under the action of surface and body forces

Equations of Motion. Figure 1.1.1: a differential element under the action of surface and body forces Equtions of Motion In Prt I, lnce of forces nd moments cting on n component ws enforced in order to ensure tht the component ws in equilirium. Here, llownce is mde for stresses which vr continuousl throughout

More information

6.5 Plate Problems in Rectangular Coordinates

6.5 Plate Problems in Rectangular Coordinates 6.5 lte rolems in Rectngulr Coordintes In this section numer of importnt plte prolems ill e emined ug Crte coordintes. 6.5. Uniform ressure producing Bending in One irection Consider first the cse of plte

More information

Bending Analysis Of Smart Composite Laminate Plates Using Higher Order Theory

Bending Analysis Of Smart Composite Laminate Plates Using Higher Order Theory JOURNAL OF APPLIED SCIENCES RESEARCH ISSN: 1819-544X Pulised BY AENSI Puliction EISSN: 1816-157X ttp://www.ensiwe.com/jasr 16 Septemer; 1(9): pges 3-36 Open Access Journl Bending Anlsis Of Smrt Composite

More information

DETERMINATION OF MECHANICAL PROPERTIES OF NANOSTRUCTURES WITH COMPLEX CRYSTAL LATTICE USING MOMENT INTERACTION AT MICROSCALE

DETERMINATION OF MECHANICAL PROPERTIES OF NANOSTRUCTURES WITH COMPLEX CRYSTAL LATTICE USING MOMENT INTERACTION AT MICROSCALE Determintion RevAdvMterSci of mechnicl 0(009) -7 properties of nnostructures with complex crystl lttice using DETERMINATION OF MECHANICAL PROPERTIES OF NANOSTRUCTURES WITH COMPLEX CRYSTAL LATTICE USING

More information

INTERFACE DESIGN OF CORD-RUBBER COMPOSITES

INTERFACE DESIGN OF CORD-RUBBER COMPOSITES 8 TH INTENATIONAL CONFEENCE ON COMPOSITE MATEIALS INTEFACE DESIGN OF COD-UBBE COMPOSITES Z. Xie*, H. Du, Y. Weng, X. Li Ntionl Ke Lbortor of Science nd Technolog on Advnced Composites in Specil Environment,

More information

Application Chebyshev Polynomials for Determining the Eigenvalues of Sturm-Liouville Problem

Application Chebyshev Polynomials for Determining the Eigenvalues of Sturm-Liouville Problem Applied nd Computtionl Mthemtics 5; 4(5): 369-373 Pulished online Septemer, 5 (http://www.sciencepulishinggroup.com//cm) doi:.648/.cm.545.6 ISSN: 38-565 (Print); ISSN: 38-563 (Online) Appliction Cheyshev

More information

Plate Bending Analysis by using a Modified Plate Theory

Plate Bending Analysis by using a Modified Plate Theory Copyright c 2006 Tech Science Press CMES, vol.11, no.3, pp.103-110, 2006 Plte Bending Anlysis y using Modified Plte Theory Y. Suetke 1 Astrct: Since Reissner nd Mindlin proposed their clssicl thick plte

More information

Bending and Free Vibration Analysis of Isotropic Plate Using Refined Plate Theory

Bending and Free Vibration Analysis of Isotropic Plate Using Refined Plate Theory Bonfring Interntionl Journl of Industril Engineering nd Mngement Science, Vol., No., June 1 4 Bending nd Free Vibrtion Anlsis of Isotropic Plte Using Refined Plte Theor I.I. Sd, S.B. Chiklthnkr nd V.M.

More information

ANALYSIS OF MECHANICAL PROPERTIES OF COMPOSITE SANDWICH PANELS WITH FILLERS

ANALYSIS OF MECHANICAL PROPERTIES OF COMPOSITE SANDWICH PANELS WITH FILLERS ANALYSIS OF MECHANICAL PROPERTIES OF COMPOSITE SANDWICH PANELS WITH FILLERS A. N. Anoshkin *, V. Yu. Zuiko, A.V.Glezmn Perm Ntionl Reserch Polytechnic University, 29, Komsomolski Ave., Perm, 614990, Russi

More information

SUPPLEMENTARY INFORMATION

SUPPLEMENTARY INFORMATION DOI:.38/NMAT343 Hybrid Elstic olids Yun Li, Ying Wu, Ping heng, Zho-Qing Zhng* Deprtment of Physics, Hong Kong University of cience nd Technology Cler Wter By, Kowloon, Hong Kong, Chin E-mil: phzzhng@ust.hk

More information

Stress distribution in elastic isotropic semi-space with concentrated vertical force

Stress distribution in elastic isotropic semi-space with concentrated vertical force Bulgrin Chemicl Communictions Volume Specil Issue pp. 4 9 Stress distribution in elstic isotropic semi-spce with concentrted verticl force L. B. Petrov Deprtment of Mechnics Todor Kbleshkov Universit of

More information

Kirchhoff and Mindlin Plates

Kirchhoff and Mindlin Plates Kirchhoff nd Mindlin Pltes A plte significntly longer in two directions compred with the third, nd it crries lod perpendiculr to tht plne. The theory for pltes cn be regrded s n extension of bem theory,

More information

Effects of peripheral drilling moment on delamination using special drill bits

Effects of peripheral drilling moment on delamination using special drill bits journl of mterils processing technology 01 (008 471 476 journl homepge: www.elsevier.com/locte/jmtprotec Effects of peripherl illing moment on delmintion using specil ill bits C.C. Tso,, H. Hocheng b Deprtment

More information

Multiple Integrals. Review of Single Integrals. Planar Area. Volume of Solid of Revolution

Multiple Integrals. Review of Single Integrals. Planar Area. Volume of Solid of Revolution Multiple Integrls eview of Single Integrls eding Trim 7.1 eview Appliction of Integrls: Are 7. eview Appliction of Integrls: Volumes 7.3 eview Appliction of Integrls: Lengths of Curves Assignment web pge

More information

LINEAR ALGEBRA APPLIED

LINEAR ALGEBRA APPLIED 5.5 Applictions of Inner Product Spces 5.5 Applictions of Inner Product Spces 7 Find the cross product of two vectors in R. Find the liner or qudrtic lest squres pproimtion of function. Find the nth-order

More information

Simple Harmonic Motion I Sem

Simple Harmonic Motion I Sem Simple Hrmonic Motion I Sem Sllus: Differentil eqution of liner SHM. Energ of prticle, potentil energ nd kinetic energ (derivtion), Composition of two rectngulr SHM s hving sme periods, Lissjous figures.

More information

Plates on elastic foundation

Plates on elastic foundation Pltes on elstic foundtion Circulr elstic plte, xil-symmetric lod, Winkler soil (fter Timoshenko & Woinowsky-Krieger (1959) - Chpter 8) Prepred by Enzo Mrtinelli Drft version ( April 016) Introduction Winkler

More information

QUADRATURE is an old-fashioned word that refers to

QUADRATURE is an old-fashioned word that refers to World Acdemy of Science Engineering nd Technology Interntionl Journl of Mthemticl nd Computtionl Sciences Vol:5 No:7 011 A New Qudrture Rule Derived from Spline Interpoltion with Error Anlysis Hdi Tghvfrd

More information

Plate Theory. Section 11: PLATE BENDING ELEMENTS

Plate Theory. Section 11: PLATE BENDING ELEMENTS Section : PLATE BENDING ELEMENTS Plte Theor A plte is structurl element hose mid surfce lies in flt plne. The dimension in the direction norml to the plne is referred to s the thickness of the plte. A

More information

MOHAMMAD H. KARGARNOVIN, Professor Mechanical Engineering Department, Sharif University of Technology Azadi Ave., P.O.Box , Tehran, Iran

MOHAMMAD H. KARGARNOVIN, Professor Mechanical Engineering Department, Sharif University of Technology Azadi Ave., P.O.Box , Tehran, Iran Proceedings of the 3rd IASME / WSEAS Interntionl Conference on CONTINUUM MECHANICS (CM'8 Buckling of Generll Orthotropic Rectngulr Simpl Supported Edgewise Plte under Compound In-Plne Linerl Bending- Compressive

More information

The Trapezoidal Rule

The Trapezoidal Rule _.qd // : PM Pge 9 SECTION. Numericl Integrtion 9 f Section. The re of the region cn e pproimted using four trpezoids. Figure. = f( ) f( ) n The re of the first trpezoid is f f n. Figure. = Numericl Integrtion

More information

An inverse steady state thermal stresses in a thin clamped circular plate with internal heat generation

An inverse steady state thermal stresses in a thin clamped circular plate with internal heat generation Americn Journl of Engineering Reserch (AJER) e-issn : 2320-0847 p-issn : 2320-0936 Volume-02, Issue-10, pp-276-281 www.jer.org Reserch Pper Open Access An inverse stedy stte therml stresses in thin clmped

More information

Plate Theory. Section 13: PLATE BENDING ELEMENTS

Plate Theory. Section 13: PLATE BENDING ELEMENTS Section : PLATE BENDING ELEENTS Wshkeic College of Engineering Plte Theor A plte is structurl element hose mid surfce lies in flt plne. The dimension in the direction norml to the plne is referred to s

More information

Some circular summation formulas for theta functions

Some circular summation formulas for theta functions Ci et l. Boundr Vlue Prolems 013, 013:59 R E S E A R C H Open Access Some circulr summtion formuls for thet functions Yi Ci, Si Chen nd Qiu-Ming Luo * * Correspondence: luomth007@163.com Deprtment of Mthemtics,

More information

BME 207 Introduction to Biomechanics Spring 2018

BME 207 Introduction to Biomechanics Spring 2018 April 6, 28 UNIVERSITY O RHODE ISAND Deprtment of Electricl, Computer nd Biomedicl Engineering BME 27 Introduction to Biomechnics Spring 28 Homework 8 Prolem 14.6 in the textook. In ddition to prts -e,

More information

Quantum Mechanics Qualifying Exam - August 2016 Notes and Instructions

Quantum Mechanics Qualifying Exam - August 2016 Notes and Instructions Quntum Mechnics Qulifying Exm - August 016 Notes nd Instructions There re 6 problems. Attempt them ll s prtil credit will be given. Write on only one side of the pper for your solutions. Write your lis

More information

Classical Mechanics. From Molecular to Con/nuum Physics I WS 11/12 Emiliano Ippoli/ October, 2011

Classical Mechanics. From Molecular to Con/nuum Physics I WS 11/12 Emiliano Ippoli/ October, 2011 Clssicl Mechnics From Moleculr to Con/nuum Physics I WS 11/12 Emilino Ippoli/ October, 2011 Wednesdy, October 12, 2011 Review Mthemtics... Physics Bsic thermodynmics Temperture, idel gs, kinetic gs theory,

More information

Analysis for Transverse Sensitivity of the Microaccelerometer

Analysis for Transverse Sensitivity of the Microaccelerometer Engineering, 009, 1, 196-00 doi:10.436/eng.009.1303 Published Online November 009 (http://www.scirp.org/journl/eng). Anlsis for Trnsverse ensitivit of the Microccelerometer Abstrct Yu LIU 1,,3, Guocho

More information

Review of Gaussian Quadrature method

Review of Gaussian Quadrature method Review of Gussin Qudrture method Nsser M. Asi Spring 006 compiled on Sundy Decemer 1, 017 t 09:1 PM 1 The prolem To find numericl vlue for the integrl of rel vlued function of rel vrile over specific rnge

More information

Calculus of variations with fractional derivatives and fractional integrals

Calculus of variations with fractional derivatives and fractional integrals Anis do CNMAC v.2 ISSN 1984-820X Clculus of vritions with frctionl derivtives nd frctionl integrls Ricrdo Almeid, Delfim F. M. Torres Deprtment of Mthemtics, University of Aveiro 3810-193 Aveiro, Portugl

More information

Calculus Module C21. Areas by Integration. Copyright This publication The Northern Alberta Institute of Technology All Rights Reserved.

Calculus Module C21. Areas by Integration. Copyright This publication The Northern Alberta Institute of Technology All Rights Reserved. Clculus Module C Ares Integrtion Copright This puliction The Northern Alert Institute of Technolog 7. All Rights Reserved. LAST REVISED Mrch, 9 Introduction to Ares Integrtion Sttement of Prerequisite

More information

CONIC SECTIONS. Chapter 11

CONIC SECTIONS. Chapter 11 CONIC SECTIONS Chpter. Overview.. Sections of cone Let l e fied verticl line nd m e nother line intersecting it t fied point V nd inclined to it t n ngle α (Fig..). Fig.. Suppose we rotte the line m round

More information

Section 4: Integration ECO4112F 2011

Section 4: Integration ECO4112F 2011 Reding: Ching Chpter Section : Integrtion ECOF Note: These notes do not fully cover the mteril in Ching, ut re ment to supplement your reding in Ching. Thus fr the optimistion you hve covered hs een sttic

More information

4.6 Numerical Integration

4.6 Numerical Integration .6 Numericl Integrtion 5.6 Numericl Integrtion Approimte definite integrl using the Trpezoidl Rule. Approimte definite integrl using Simpson s Rule. Anlze the pproimte errors in the Trpezoidl Rule nd Simpson

More information

Multiple Integrals. Review of Single Integrals. Planar Area. Volume of Solid of Revolution

Multiple Integrals. Review of Single Integrals. Planar Area. Volume of Solid of Revolution Multiple Integrls eview of Single Integrls eding Trim 7.1 eview Appliction of Integrls: Are 7. eview Appliction of Integrls: olumes 7.3 eview Appliction of Integrls: Lengths of Curves Assignment web pge

More information

The property of rayleigh scattering for an anisotropic dielectric ellipsoid

The property of rayleigh scattering for an anisotropic dielectric ellipsoid Vol., No., 48-5 () http://d.doi.org/.46/ns..6 Nturl Science The propert of rleigh scttering for n nisotropic dielectric ellipsoid Ying-le Li *, Jin Li, Ming-jun Wng, Qun-feng Dong Institute of Rdio Wve

More information

Solution Manual. for. Fracture Mechanics. C.T. Sun and Z.-H. Jin

Solution Manual. for. Fracture Mechanics. C.T. Sun and Z.-H. Jin Solution Mnul for Frcture Mechnics by C.T. Sun nd Z.-H. Jin Chpter rob.: ) 4 No lod is crried by rt nd rt 4. There is no strin energy stored in them. Constnt Force Boundry Condition The totl strin energy

More information

Approximate Large Deflection Analysis of Thin Rectangular Plates under Distributed Lateral Line Load

Approximate Large Deflection Analysis of Thin Rectangular Plates under Distributed Lateral Line Load Second Interntionl Conference on Advnces in Engineering nd Technolog Approite Lrge eflection Anlsis of Thin Rectngulr Pltes under istriuted Lterl Line Lod Alln Okodi, Y N. Zir, Jckson A. Mkli Grdute Student,

More information

Math 124A October 04, 2011

Math 124A October 04, 2011 Mth 4A October 04, 0 Viktor Grigoryn 4 Vibrtions nd het flow In this lecture we will derive the wve nd het equtions from physicl principles. These re second order constnt coefficient liner PEs, which model

More information

Eigen Values and Eigen Vectors of a given matrix

Eigen Values and Eigen Vectors of a given matrix Engineering Mthemtics 0 SUBJECT NAME SUBJECT CODE MATERIAL NAME MATERIAL CODE : Engineering Mthemtics I : 80/MA : Prolem Mteril : JM08AM00 (Scn the ove QR code for the direct downlod of this mteril) Nme

More information

Chapter 9 Definite Integrals

Chapter 9 Definite Integrals Chpter 9 Definite Integrls In the previous chpter we found how to tke n ntiderivtive nd investigted the indefinite integrl. In this chpter the connection etween ntiderivtives nd definite integrls is estlished

More information

Method of Localisation and Controlled Ejection of Swarms of Likely Charged Particles

Method of Localisation and Controlled Ejection of Swarms of Likely Charged Particles Method of Loclistion nd Controlled Ejection of Swrms of Likely Chrged Prticles I. N. Tukev July 3, 17 Astrct This work considers Coulom forces cting on chrged point prticle locted etween the two coxil,

More information

Quantum Physics I (8.04) Spring 2016 Assignment 8

Quantum Physics I (8.04) Spring 2016 Assignment 8 Quntum Physics I (8.04) Spring 206 Assignment 8 MIT Physics Deprtment Due Fridy, April 22, 206 April 3, 206 2:00 noon Problem Set 8 Reding: Griffiths, pges 73-76, 8-82 (on scttering sttes). Ohnin, Chpter

More information

KINEMATICS OF RIGID BODIES

KINEMATICS OF RIGID BODIES KINEMTICS OF RIGID ODIES Introduction In rigid body kinemtics, e use the reltionships governing the displcement, velocity nd ccelertion, but must lso ccount for the rottionl motion of the body. Description

More information

Chapter 6 Techniques of Integration

Chapter 6 Techniques of Integration MA Techniques of Integrtion Asst.Prof.Dr.Suprnee Liswdi Chpter 6 Techniques of Integrtion Recll: Some importnt integrls tht we hve lernt so fr. Tle of Integrls n+ n d = + C n + e d = e + C ( n ) d = ln

More information

AN EXACT SOLUTION OF MECHANICAL BUCKLING FOR FUNCTIONALLY GRADED MATERIAL BIMORPH CIRCULAR PLATES

AN EXACT SOLUTION OF MECHANICAL BUCKLING FOR FUNCTIONALLY GRADED MATERIAL BIMORPH CIRCULAR PLATES Assocition of Metllurgicl Engineers of Serbi AMES Scientific pper UDC: 6.:66.7/.8 AN EXACT SOLUTION OF MECHANICAL BUCKLING FOR FUNCTIONALLY GRADED MATERIAL BIMORPH CIRCULAR PLATES Jfr Eskndri Jm, Mhmood

More information

Introduction to Finite Elements in Engineering. Tirupathi R. Chandrupatla Rowan University Glassboro, New Jersey

Introduction to Finite Elements in Engineering. Tirupathi R. Chandrupatla Rowan University Glassboro, New Jersey Introduction to Finite lements in ngineering Tirupthi R. Chndruptl Rown Universit Glssboro, New Jerse Ashok D. Belegundu The Pennslvni Stte Universit Universit Prk, Pennslvni Solutions Mnul Prentice Hll,

More information

1 Part II: Numerical Integration

1 Part II: Numerical Integration Mth 4 Lb 1 Prt II: Numericl Integrtion This section includes severl techniques for getting pproimte numericl vlues for definite integrls without using ntiderivtives. Mthemticll, ect nswers re preferble

More information

Bend Forms of Circular Saws and Evaluation of their Mechanical Properties

Bend Forms of Circular Saws and Evaluation of their Mechanical Properties ISSN 139 13 MATERIALS SCIENCE (MEDŽIAGOTYRA). Vol. 11, No. 1. 5 Bend Forms of Circulr s nd Evlution of their Mechnicl Properties Kristin UKVALBERGIENĖ, Jons VOBOLIS Deprtment of Mechnicl Wood Technology,

More information

10.2 The Ellipse and the Hyperbola

10.2 The Ellipse and the Hyperbola CHAPTER 0 Conic Sections Solve. 97. Two surveors need to find the distnce cross lke. The plce reference pole t point A in the digrm. Point B is meters est nd meter north of the reference point A. Point

More information

Generalizations of the Basic Functional

Generalizations of the Basic Functional 3 Generliztions of the Bsic Functionl 3 1 Chpter 3: GENERALIZATIONS OF THE BASIC FUNCTIONAL TABLE OF CONTENTS Pge 3.1 Functionls with Higher Order Derivtives.......... 3 3 3.2 Severl Dependent Vribles...............

More information

Applied Physics Introduction to Vibrations and Waves (with a focus on elastic waves) Course Outline

Applied Physics Introduction to Vibrations and Waves (with a focus on elastic waves) Course Outline Applied Physics Introduction to Vibrtions nd Wves (with focus on elstic wves) Course Outline Simple Hrmonic Motion && + ω 0 ω k /m k elstic property of the oscilltor Elstic properties of terils Stretching,

More information

Columns and Stability

Columns and Stability ARCH 331 Note Set 1. Su01n Columns nd Stilit Nottion: A = nme or re A36 = designtion o steel grde = nme or width C = smol or compression C c = column slenderness clssiiction constnt or steel column design

More information

P 1 (x 1, y 1 ) is given by,.

P 1 (x 1, y 1 ) is given by,. MA00 Clculus nd Bsic Liner Alger I Chpter Coordinte Geometr nd Conic Sections Review In the rectngulr/crtesin coordintes sstem, we descrie the loction of points using coordintes. P (, ) P(, ) O The distnce

More information

Chapter 2. Random Variables and Probability Distributions

Chapter 2. Random Variables and Probability Distributions Rndom Vriles nd Proilit Distriutions- 6 Chpter. Rndom Vriles nd Proilit Distriutions.. Introduction In the previous chpter, we introduced common topics of proilit. In this chpter, we trnslte those concepts

More information

Statically indeterminate examples - axial loaded members, rod in torsion, members in bending

Statically indeterminate examples - axial loaded members, rod in torsion, members in bending Elsticity nd Plsticity Stticlly indeterminte exmples - xil loded memers, rod in torsion, memers in ending Deprtment of Structurl Mechnics Fculty of Civil Engineering, VSB - Technicl University Ostrv 1

More information

A finite thin circular beam element for out-of-plane vibration analysis of curved beams

A finite thin circular beam element for out-of-plane vibration analysis of curved beams Journl of Mechnicl Science nd echnology (009) 196~1405 Journl of Mechnicl Science nd echnology www.springerlink.com/content/178-494x DOI 10.1007/s106-008-11- A finite thin circulr bem element for out-of-plne

More information

u( t) + K 2 ( ) = 1 t > 0 Analyzing Damped Oscillations Problem (Meador, example 2-18, pp 44-48): Determine the equation of the following graph.

u( t) + K 2 ( ) = 1 t > 0 Analyzing Damped Oscillations Problem (Meador, example 2-18, pp 44-48): Determine the equation of the following graph. nlyzing Dmped Oscilltions Prolem (Medor, exmple 2-18, pp 44-48): Determine the eqution of the following grph. The eqution is ssumed to e of the following form f ( t) = K 1 u( t) + K 2 e!"t sin (#t + $

More information

(See Notes on Spontaneous Emission)

(See Notes on Spontaneous Emission) ECE 240 for Cvity from ECE 240 (See Notes on ) Quntum Rdition in ECE 240 Lsers - Fll 2017 Lecture 11 1 Free Spce ECE 240 for Cvity from Quntum Rdition in The electromgnetic mode density in free spce is

More information

Partial Differential Equations

Partial Differential Equations Prtil Differentil Equtions Notes by Robert Piché, Tmpere University of Technology reen s Functions. reen s Function for One-Dimensionl Eqution The reen s function provides complete solution to boundry

More information

PLEASE SCROLL DOWN FOR ARTICLE

PLEASE SCROLL DOWN FOR ARTICLE This rticle ws downloded y:[knt, Trun] On: 8 Jnury 2008 Access Detils: [suscription numer 789308335] Pulisher: Tylor & Frncis Inform Ltd Registered in Englnd nd Wles Registered Numer: 1072954 Registered

More information

MAC-solutions of the nonexistent solutions of mathematical physics

MAC-solutions of the nonexistent solutions of mathematical physics Proceedings of the 4th WSEAS Interntionl Conference on Finite Differences - Finite Elements - Finite Volumes - Boundry Elements MAC-solutions of the nonexistent solutions of mthemticl physics IGO NEYGEBAUE

More information

COUPLING OF DAMAGE MECHANICS AND PROBABILISTIC APPROACH FOR LIFE-TIME PREDICTION OF COMPOSITE STRUCTURES

COUPLING OF DAMAGE MECHANICS AND PROBABILISTIC APPROACH FOR LIFE-TIME PREDICTION OF COMPOSITE STRUCTURES ORAL/POSTER REFERENCE : COUPLING OF DAMAGE MECHANICS AND PROBABILISTIC APPROACH FOR LIFE-TIME PREDICTION OF COMPOSITE STRUCTURES Y. Bruner, J. Renrd, D. Jeulin nd A. Thionnet Centre des Mtériux Pierre-Mrie

More information

MASKING OF FERROMAGNETIC ELLIPTICAL SHELL IN TRANSVERSE MAGNETIC FIELD

MASKING OF FERROMAGNETIC ELLIPTICAL SHELL IN TRANSVERSE MAGNETIC FIELD POZNAN UNVE RSTY OF TE HNOLOGY AADE M JOURNALS No 7 Electricl Engineering Kzimierz JAKUUK* Mirosł WOŁOSZYN* Peł ZMNY* MASKNG OF FERROMAGNET ELLPTAL SHELL N TRANSVERSE MAGNET FELD A ferromgnetic oject,

More information

Mathematics. Area under Curve.

Mathematics. Area under Curve. Mthemtics Are under Curve www.testprepkrt.com Tle of Content 1. Introduction.. Procedure of Curve Sketching. 3. Sketching of Some common Curves. 4. Are of Bounded Regions. 5. Sign convention for finding

More information

New Expansion and Infinite Series

New Expansion and Infinite Series Interntionl Mthemticl Forum, Vol. 9, 204, no. 22, 06-073 HIKARI Ltd, www.m-hikri.com http://dx.doi.org/0.2988/imf.204.4502 New Expnsion nd Infinite Series Diyun Zhng College of Computer Nnjing University

More information

221B Lecture Notes WKB Method

221B Lecture Notes WKB Method Clssicl Limit B Lecture Notes WKB Method Hmilton Jcobi Eqution We strt from the Schrödinger eqution for single prticle in potentil i h t ψ x, t = [ ] h m + V x ψ x, t. We cn rewrite this eqution by using

More information

Physics 1402: Lecture 7 Today s Agenda

Physics 1402: Lecture 7 Today s Agenda 1 Physics 1402: Lecture 7 Tody s gend nnouncements: Lectures posted on: www.phys.uconn.edu/~rcote/ HW ssignments, solutions etc. Homework #2: On Msterphysics tody: due Fridy Go to msteringphysics.com Ls:

More information

1B40 Practical Skills

1B40 Practical Skills B40 Prcticl Skills Comining uncertinties from severl quntities error propgtion We usully encounter situtions where the result of n experiment is given in terms of two (or more) quntities. We then need

More information

ES.182A Topic 32 Notes Jeremy Orloff

ES.182A Topic 32 Notes Jeremy Orloff ES.8A Topic 3 Notes Jerem Orloff 3 Polr coordintes nd double integrls 3. Polr Coordintes (, ) = (r cos(θ), r sin(θ)) r θ Stndrd,, r, θ tringle Polr coordintes re just stndrd trigonometric reltions. In

More information

Homework Assignment 6 Solution Set

Homework Assignment 6 Solution Set Homework Assignment 6 Solution Set PHYCS 440 Mrch, 004 Prolem (Griffiths 4.6 One wy to find the energy is to find the E nd D fields everywhere nd then integrte the energy density for those fields. We know

More information

Nonlinear Bending Analysis of Isotropic Plates Supported on Winkler Foundation Using Element Free Galerkin Method

Nonlinear Bending Analysis of Isotropic Plates Supported on Winkler Foundation Using Element Free Galerkin Method Interntionl Journl of Structurl nd Civil Engineering Reserch Vol. 4, No. 4, Novemer 201 Nonliner Bending Anlsis of Isotroic Pltes Suorted on Winkler Foundtion Using Element Free Glerkin Method Gurv Wtts,

More information

10 Vector Integral Calculus

10 Vector Integral Calculus Vector Integrl lculus Vector integrl clculus extends integrls s known from clculus to integrls over curves ("line integrls"), surfces ("surfce integrls") nd solids ("volume integrls"). These integrls hve

More information

INEQUALITIES FOR TWO SPECIFIC CLASSES OF FUNCTIONS USING CHEBYSHEV FUNCTIONAL. Mohammad Masjed-Jamei

INEQUALITIES FOR TWO SPECIFIC CLASSES OF FUNCTIONS USING CHEBYSHEV FUNCTIONAL. Mohammad Masjed-Jamei Fculty of Sciences nd Mthemtics University of Niš Seri Aville t: http://www.pmf.ni.c.rs/filomt Filomt 25:4 20) 53 63 DOI: 0.2298/FIL0453M INEQUALITIES FOR TWO SPECIFIC CLASSES OF FUNCTIONS USING CHEBYSHEV

More information

PROPERTIES OF AREAS In general, and for an irregular shape, the definition of the centroid at position ( x, y) is given by

PROPERTIES OF AREAS In general, and for an irregular shape, the definition of the centroid at position ( x, y) is given by PROPERTES OF RES Centroid The concept of the centroid is prol lred fmilir to ou For plne shpe with n ovious geometric centre, (rectngle, circle) the centroid is t the centre f n re hs n is of smmetr, the

More information

Chapter 3 Single Random Variables and Probability Distributions (Part 2)

Chapter 3 Single Random Variables and Probability Distributions (Part 2) Chpter 3 Single Rndom Vriles nd Proilit Distriutions (Prt ) Contents Wht is Rndom Vrile? Proilit Distriution Functions Cumultive Distriution Function Proilit Densit Function Common Rndom Vriles nd their

More information

On the free vibrations of grid-stiffened composite cylindrical shells

On the free vibrations of grid-stiffened composite cylindrical shells Act Mech 5, 609 63 04 DOI 0.007/s00707-03-0976- M. Hemmtnezhd G. H. himi. Ansri On the free virtions of grid-stiffened composite cylindricl shells eceived: 7 Mrch 03 / evised: 0 July 03 / Pulished online:

More information

R. I. Badran Solid State Physics

R. I. Badran Solid State Physics I Bdrn Solid Stte Physics Crystl vibrtions nd the clssicl theory: The ssmption will be mde to consider tht the men eqilibrim position of ech ion is t Brvis lttice site The ions oscillte bot this men position

More information

Physics 116C Solution of inhomogeneous ordinary differential equations using Green s functions

Physics 116C Solution of inhomogeneous ordinary differential equations using Green s functions Physics 6C Solution of inhomogeneous ordinry differentil equtions using Green s functions Peter Young November 5, 29 Homogeneous Equtions We hve studied, especilly in long HW problem, second order liner

More information

International ejournals

International ejournals Avilble online t www.interntionlejournls.com ISSN 0976-4 Interntionl ejournls Interntionl ejournl of Mthemtics nd Engineering 93 (0) 85 855 RADIAL VIBRATIONS IN MICROPOLAR THIN SPHERICAL SHELL R.Srinivs*,

More information

Application of Exp-Function Method to. a Huxley Equation with Variable Coefficient *

Application of Exp-Function Method to. a Huxley Equation with Variable Coefficient * Interntionl Mthemticl Forum, 4, 9, no., 7-3 Appliction of Exp-Function Method to Huxley Eqution with Vrible Coefficient * Li Yo, Lin Wng nd Xin-Wei Zhou. Deprtment of Mthemtics, Kunming College Kunming,Yunnn,

More information

Patch Antennas. Chapter Resonant Cavity Analysis

Patch Antennas. Chapter Resonant Cavity Analysis Chpter 4 Ptch Antenns A ptch ntenn is low-profile ntenn consisting of metl lyer over dielectric sustrte nd ground plne. Typiclly, ptch ntenn is fed y microstrip trnsmission line, ut other feed lines such

More information

Jack Simons, Henry Eyring Scientist and Professor Chemistry Department University of Utah

Jack Simons, Henry Eyring Scientist and Professor Chemistry Department University of Utah 1. Born-Oppenheimer pprox.- energy surfces 2. Men-field (Hrtree-Fock) theory- orbitls 3. Pros nd cons of HF- RHF, UHF 4. Beyond HF- why? 5. First, one usully does HF-how? 6. Bsis sets nd nottions 7. MPn,

More information

ELECTRODYNAMIC FORCES BETWEEN TWO DC BUSBARS DISTRIBUTION SYSTEMS CONDUCTORS

ELECTRODYNAMIC FORCES BETWEEN TWO DC BUSBARS DISTRIBUTION SYSTEMS CONDUCTORS U.P.B. Sci. Bull., Series C, Vol. 78, Iss., 16 ISSN 86-354 ELECTRODYNAMIC FORCES BETWEEN TWO DC BUSBARS DISTRIBUTION SYSTEMS CONDUCTORS Mri-Ctlin PETRESCU 1, Lucin PETRESCU This pper nlzes DC usr sstem

More information

Topic 1 Notes Jeremy Orloff

Topic 1 Notes Jeremy Orloff Topic 1 Notes Jerem Orloff 1 Introduction to differentil equtions 1.1 Gols 1. Know the definition of differentil eqution. 2. Know our first nd second most importnt equtions nd their solutions. 3. Be ble

More information

Thomas Whitham Sixth Form

Thomas Whitham Sixth Form Thoms Whithm Sith Form Pure Mthemtics Unit C Alger Trigonometry Geometry Clculus Vectors Trigonometry Compound ngle formule sin sin cos cos Pge A B sin Acos B cos Asin B A B sin Acos B cos Asin B A B cos

More information

Chapter 5 Bending Moments and Shear Force Diagrams for Beams

Chapter 5 Bending Moments and Shear Force Diagrams for Beams Chpter 5 ending Moments nd Sher Force Digrms for ems n ddition to illy loded brs/rods (e.g. truss) nd torsionl shfts, the structurl members my eperience some lods perpendiculr to the is of the bem nd will

More information

The contact stress problem for a piecewisely defined punch indenting an elastic half space. Jacques Woirgard

The contact stress problem for a piecewisely defined punch indenting an elastic half space. Jacques Woirgard The contct stress prolem for pieceisely defined punch indenting n elstic hlf spce Jcques Woirgrd 5 Rue du Châteu de l Arceu 8633 Notre Dme d Or FRANC Astrct A solution for the contct stress prolem of n

More information

1 Bending of a beam with a rectangular section

1 Bending of a beam with a rectangular section 1 Bending of bem with rectngulr section x3 Episseur b M x 2 x x 1 2h M Figure 1 : Geometry of the bem nd pplied lod The bem in figure 1 hs rectngur section (thickness 2h, width b. The pplied lod is pure

More information

, MATHS H.O.D.: SUHAG R.KARIYA, BHOPAL, CONIC SECTION PART 8 OF

, MATHS H.O.D.: SUHAG R.KARIYA, BHOPAL, CONIC SECTION PART 8 OF DOWNLOAD FREE FROM www.tekoclsses.com, PH.: 0 903 903 7779, 98930 5888 Some questions (Assertion Reson tpe) re given elow. Ech question contins Sttement (Assertion) nd Sttement (Reson). Ech question hs

More information

A ROTATING DISC IN CONSTANT PURE SHEAR BY S. KUMAR AND C. V. JOGA RAO

A ROTATING DISC IN CONSTANT PURE SHEAR BY S. KUMAR AND C. V. JOGA RAO A ROTATING DISC IN CONSTANT PURE SHEAR BY S. KUMAR AND C. V. JOGA RAO (Deprtment of Aeronuticl Engineering, Indin Institute of Science, Bnglore-3) Received April 25, 1954 SUMMARY The disc of constnt pure

More information

Element Morphing 17 1

Element Morphing 17 1 17 Element Morphing 17 1 Chpter 17: ELEMENT MORPHING TABLE OF CONTENTS Pge 17.1 Introduction..................... 17 3 17. Plte in Plne Stress.................. 17 4 17.3 Source Element 1: 4-Node Rectngulr

More information

What Is Calculus? 42 CHAPTER 1 Limits and Their Properties

What Is Calculus? 42 CHAPTER 1 Limits and Their Properties 60_00.qd //0 : PM Pge CHAPTER Limits nd Their Properties The Mistress Fellows, Girton College, Cmridge Section. STUDY TIP As ou progress through this course, rememer tht lerning clculus is just one of

More information

Topics Covered AP Calculus AB

Topics Covered AP Calculus AB Topics Covered AP Clculus AB ) Elementry Functions ) Properties of Functions i) A function f is defined s set of ll ordered pirs (, y), such tht for ech element, there corresponds ectly one element y.

More information

848. Nonlinear free vibration analysis of the functionally graded beams

848. Nonlinear free vibration analysis of the functionally graded beams 848. Nonliner free virtion nlysis of the functionlly grded ems H. Askri, D. Younesin, Z. Sdtni 3, E. Esmilzdeh 4,, 3 Center of Excellence in Rilwy Trnsporttion, School of Rilwy Engineering Irn University

More information

Physica E 44 (2012) Contents lists available at SciVerse ScienceDirect. Physica E. journal homepage:

Physica E 44 (2012) Contents lists available at SciVerse ScienceDirect. Physica E. journal homepage: Physic E 44 (212) 178 1715 Contents lists vilble t SciVerse ScienceDirect Physic E journl homepge: www.elsevier.com/locte/physe Nonliner vibrtion nd postbuckling nlysis of single lyer grphene sheet embedded

More information

The Existence of the Moments of the Cauchy Distribution under a Simple Transformation of Dividing with a Constant

The Existence of the Moments of the Cauchy Distribution under a Simple Transformation of Dividing with a Constant Theoreticl Mthemtics & Applictions, vol., no., 0, 7-5 ISSN: 79-9687 (print), 79-9709 (online) Interntionl Scientific Press, 0 The Eistence of the Moments of the Cuch Distriution under Simple Trnsformtion

More information

THE INTERVAL LATTICE BOLTZMANN METHOD FOR TRANSIENT HEAT TRANSFER IN A SILICON THIN FILM

THE INTERVAL LATTICE BOLTZMANN METHOD FOR TRANSIENT HEAT TRANSFER IN A SILICON THIN FILM ROMAI J., v.9, no.2(2013), 173 179 THE INTERVAL LATTICE BOLTZMANN METHOD FOR TRANSIENT HEAT TRANSFER IN A SILICON THIN FILM Alicj Piseck-Belkhyt, Ann Korczk Institute of Computtionl Mechnics nd Engineering,

More information