Thermoelastic Buckling Analysis of Power-law, Sigmoid, Exponential FGM Circular Plates with Piezoelectric Actuators

Size: px
Start display at page:

Download "Thermoelastic Buckling Analysis of Power-law, Sigmoid, Exponential FGM Circular Plates with Piezoelectric Actuators"

Transcription

1 3rd International Conference on Mecanical, Electronics and Mecatronics Engineering (ICMEME'4) Marc 9-, 4 Abu Dabi (UAE) ermoelastic Buckling Analysis of Power-law, Sigmoid, Exonential FGM Circular Plates wit Piezoelectric Actuators A. R. Korsidvand, J. Sajedi, and M. Javadi Abstract In tis aer, buckling of elastic, circular lates made of functionally graded material wit surface-bounded iezoelectric layers subjected to termal loading ave been investigated. Boundary condition of te late as immovable clamed edge is considered. e material roerties of te FG lates excet oisson s ratios are assumed to vary continuously trougout te tickness direction according to te volume fraction of constituents defined by owerlaw, sigmoid, and exonential function. e nonlinear equilibrium equations are derived based on te classical late teory using variational formulations and ten linear stability equations are used to obtain te critical buckling of solid FG circular late under termal load as uniform temerature rise. e effects of iezoelectric actuators on buckling of late P-, S-, E-FGM are comared. e results are validated wit te known data in te literature. Keywords Classical late teory, Functionally graded material, ermal buckling. M I. INRODUCION ANY studies are reorted on buckling and bending beavior of FGM structures. Axisymmetric bending of functionally graded circular and annular lates is studied by Reddy et al. []. ey resented te solutions for deflections and force and moment resultants based on te first-order late teory in terms of tose obtained using te classical late teory. e buckling analysis of circular ortotroic lates under termal loads are given by Najafizade, and Eslami []. Korsidvand et al. [3] resented buckling analysis of circular FGM late integrated wit iezoelectric layers subjected to tree kinds of termal loadings based on classical late teory. Lane [7] obtained te closed form solution for te termal buckling of functionally graded rectangular simly suorted lates subjected to two tyes of temerature fields; uniform temerature rise and gradient across te tickness of te late, emloying te first-order sear deformation teory. A. R. Korsidvand, Deartment of Mecanical Engineering, Sout eran Branc, Islamic Azad University eran, Iran (corresonding autor to rovide one: ; Ar_korsidvand@azad.ac.ir ). J. Sajedi, is wit te Mecanical Engineering Deartment, Sout eran Branc, Islamic Azad University eran, Iran. ( J_sajedi@azad.ac.ir). M. Javadi is wit te Mecanical Engineering Deartment, Sout eran Branc, Islamic Azad University eran, Iran. ( m_javadi@azad.ac.ir). e resent aer deals wit determination of te stability roblem and resents closed-form solutions for critical buckling temerature of Piezoelectric P-, S-, E-FGM circular late, wic are subjected to uniform temerature rise. Clamed edge boundary condition is assumed for te late. II. DERIVAION OF GOVERNING EQUAIONS Consider a uniform tin circular late made of FGM, as sown in Figure (). o extract formulations, a cylindrical coordinate system is taken in te center of late s middle lane. e FGM rofile across te tickness direction of te late, made of ceramic and metal constituent materials, may be assumed to follow a function form as P-FGM lates as Pr(z) rm rcm ( z )n e value of n, ower law index, equal to zero reresents a fully ceramic late. wo ower law functions S-FGM lates as -z n Pr(z) r m r cm [ - ( ) ] for z / n Pr(z) r z m r cm [ ( ) ] for /z () and exonential function E-FGM lates z Pr(z) AEx[B( )], A Prm, B Ln(Pr (3) c/prm) Were r,r c, r m denote any material roerty of te FGM, metal, and ceramic; suc as te modulus of elasticity E and te coefficient of termal exansion., e relations (), () and (3) indicate tat te to surface of te late (z = /) is ceramic-ric wereas te bottom surface (z = /) of te late is metal-ric. Generally, Poisson s ratio is assumed constant across te late tickness. A. Basic Equations e material roerties are assumed to be indeendent of temerature, and te stress and strain relations are linear. e constitutive relations of functionally graded materials in termal environment for te lane-stress condition are written as rr E(z)( rr ) /( ) E(z) (z)(z) /( ) (4) E(z)( rr) /( ) E(z) (z)(z) /( ) (5) () 8

2 3rd International Conference on Mecanical, Electronics and Mecatronics Engineering (ICMEME'4) Marc 9-, 4 Abu Dabi (UAE) r E(z) /( ) r (6) e late is assumed to be comaratively tin, and according to te Love-Kircoff assumtions, sear deformations normal to te late are disregarded. Using te classical late teory (CP), strain comonents at distance z from te middle lane are given in matrix form as [4] rr r u,r(w,r) w,rr r v, r u ( ) z ( ) r w, r w,r r w, v, ) r u, r v, (w, r w,r r w, () () = +z (7) were a comma in subscrit indicates artial differentiation and were rr,, and r are te strain comonents along te r-,, and z- directions, resectively. e stress comonents in lane-stress condition in te late (suerscrit ) are written as following rr Q Q rr(z)(z) Q Q (z)(z) (8) r Q r 44 Were te lane-stress-reduced stiffness are defined as E(z) E(z) Q Q, Q Q Q, Q (9) 44 ( ) And stress comonents in iezoelectric arts of te late are written as following rr c c r c rr (z) c (z) c 44 r c 3 Err e 3 E Ez e total otential energy for iezoelectric FG circular late can be written as follows U U U U U ({ - { }} [c]{ - { }} - {E} [k]{e} r z { - { }} [e]{e})rdzddr rr( rr - (z)(z)) ( - (z)(z)) ]rdzd dr r z r r () (9) ere [ c ],[ k],[ e] are matrix form of elastic, dielectric ermeability, and iezoelectric material coefficients, resectively and are defined as [ c] c c c c c 44,[k] k k k 33,[e] e 3 e 3 () Assuming tat te actuator is oled along te z, and viewing te iezoelectric material as a transversely isotroic material, wic is true for iezoelectric ceramics, many of te arameters in te mentioned matrices will be eiter zero or can be exressed in terms of te oter arameters. In articular, te non-zero coefficients of iezoelectric roerties may be written as c c, c, c 44, e 3 e 3, k k,k 33 () e only non-zero electric field is in te z-direction and te vector of alied electric field can be sown E Ez (3) Considering relations (4) to () and substituting relations () and integrating wit resect to z, te total otential energy is obtained. Alying te Euler equations for total functional of U in Eq. (), equilibrium equations are yield and ten te stability equations of te circular late are derived using te adjacent equilibrium criterion are obtained as [4] N rr,r r (N rr N ) r N r, r N r r N, N r,r (4) e force and moment resultants of late are exressed in terms of te stress comonents troug te tickness as follow N N Nrr N r / a / { } dz a { }dz { } dz M M Mrr M r / a / { } zdz a { }zdz { } zdz (5) Stress resultants can be simlified in te matrix form as {N} {M} were (rn rr w,r N r w, M ),r [AaC] [B] [B] [DLC] () () ( r N w, N r w,r r M r ), (rm rr ),rr (M r ),r ( r M ), {N } {M } {N (E) } {M (E) } (6) 9

3 3rd International Conference on Mecanical, Electronics and Mecatronics Engineering (ICMEME'4) Marc 9-, 4 Abu Dabi (UAE) ( A ij, B ij, D ij ) z Q ij (z)(,z,z )dz (i, j,,3) (7) ( ) ( ) ( E ) ( E ) Here { N }, { M }, { N }, { M } are te stress resultants due to te alied temerature and electrical field on te late, and tey can be comuted as ) { N ( } {N } } FGM {N Piezo (E) { N } {e e } 3 Eza 3 Eza { N } {E ) E ) } FGM 4 /( 4 /( { N } { (c c (c c } ) E Piezo ) E ) { M ( } {M } } FGM {M Piezo (E) { M } { } { M } { (c c (c c } ) E Piezo ) E { M } {E /( ) E /( ) } FGM 5 5 (8) were / / E / 4 / (z)e(z) dz, E 5 / E z / 6 dz, E / 7 ( ( / E8 a) / dz, E / 9 ( EE 8 E 9 B. ermal Axisymmetric Buckling a )/ z dz (9) Here olar symmetry condition is considered. us, for tis case of discussion te first and second of stability equations (4), based on te dislacement comonents, lead to (E * Lc ) 4 w N w r N w 3 rr () E * ( u r u u u ) r r3 were E *, E*, E* are given as 3 * / () ( E, E *, E * ) /( ) / (,z,z) E(z)dz 3 Referring to Eqs. (6), using te membrane late teory, te rebuckling forces are obtained as Nrr, E E 6 E 7 (E* a c )(u r u E * ( w r w w ) r u ) r a) / z(z)e(z) dz dz ( ) ( ) N rr e 3 Eza, N N e 3 Eza () us, te set of couled stability equations must be solved. For clamed and immovable edge in r- direction, te boundary conditions are exressed as [5] u (r ), w (r ) finite u ( ra) w ( ra) w' ( ra) (3) e solution of Eqs. () is assumed in te form u (r) A J ( r) A Y ( r) A 3 (/ r) A 4 r w (r) A 5 J ( r) A 6 Y ( r) A 7 Lnr A 8 (4) were and are te Bessel functions of first, zero order, and first and second kinds, resectively. Also, to are te integration constants. Using te first and second boundary conditions yields. Satisfying te tird boundary condition of Eqs. (3), A, A 8 J ( a)a, J ( a) (5) 4 5 us, te smallest root is a = It is seen tat for te clamed edge u ( r) A J ( r), w ( r) A 5 ( J ( r) J ( a)) (6) Substituting te exressions (6) into (4), two linear omogeneous equations are obtained as (E* c 3 E * a )A A 5 3 E * A [ 4 (E * c L) (N e E z a )]A 3 rr 3 5 (7) For a nontrivial solution of tese equations, te determinant of coefficient must be set to zero and wen te temerature distribution of te late is a function of tickness direction only, is constant and yields. (N e E /[(E * c L) E * /(E* z ) rr 3 3 (8) for te case of uniform temerature rise, taking a late at temerature, and te temerature may be raised to f were te late buckles. In suc a case, Substituting from Eqs. (8) into Eq. (8) te critical buckling temerature cr is exressed in te form c a )] [(E * E * * cr ( ){ c L) /(E c a )] 3 e E (c c ) z a } /[Q a ] 3 (9) 3

4 3rd International Conference on Mecanical, Electronics and Mecatronics Engineering (ICMEME'4) Marc 9-, 4 Abu Dabi (UAE) / Were Q (z)e(z)dz, / cr f temerature, is larger for circular lates wit inner ure metal layer. and is coefficient of termal exansion of iezoelectric. ABLE I MAERIAL PROPERIES OF PLAE AND PIEZOELECRIC Aluminium Alumina PZ-5 Em 7GPa m 66c m 3.e 6.3 E c 38GPa m c 5c c 7.4e 6.3 c c 69. 5GPa c c 4. 3GPa III. RESULS AND DISCUSSION e 6 c e3 e3 6.4 m In te following, te axisymmetric stability and termal buckling loads of an FG circular late integrated wit iezoelectric layers subjected to uniform temerature rise is derived and summarized in te receding section. o validate te formulations of te resent article, termal buckling loads of te circular late are comared wit tose obtained by Najafizade and Eslami [] for isotroic late. It is clear tat from (9), taking PFGM circular late, te same results is obtained for te omogeneous isotroic full ceramic circular late. e results are obtained tat are identical to tose reorted as in []. Now, consider an FGM circular late integrated wit two iezoelectric layers. e material roerties of iezoelectric, metal (Aluminium), and ceramic (Alumina) constituents are given in ABLE. For tis examle te results for termal buckling loads is lotted in Figs. () to (4). Figure () reresents te critical buckling temerature versus /a for a P-, S-, E-FGM clamed circular late and witout taking iezoelectric layers under uniform temerature rise. e mecanical boundary condition at te edge of te late is assumed to be clamed suorted. Here, te Curie temerature is an imortant arameter for te alications of ferroelectrics. For te PZ ceramics, te ase above Curie temerature is araelectric and also non-iezoelectric (isotroic). If te iezoelectric roerties are used in alications, te material cannot be exosed to te temeratures above te Curie temerature to reserve ferroelectric roerties. It is recommended by PZ manufacturers not to use PZ ceramics above.5 c. e Curie temeratures c for commercially roduced PZ s are usually between 5 and 36 C [6]. Figures (3) and (4) are art of Fig. o under te limit of oc C, for PFGM and SFGM late integrated wit two iezoelectric layers wic is magnified. Figure (3) sows te curve associated wit PFGM corresond wit te data reresented [3]. As it can be seen, te effect of iezoelectric layers to increase te termal bucking IV. CONCLUSIONS In te resent article, te buckling analysis of Piezoelectric FG circular late is derive based on te classical late teory. Boundary condition of te late is taken to be clamed. Plate is subjected to uniform temerature rise. e termal buckling caacity of circular lates as closed-form solution is resented. It is concluded tat:. Voltage variation of iezoelectric layers does not ave significant influence on te buckling of an. P-,S-,E-FGM lates.. e critical buckling temerature is reduced wen volume fraction index increases, as te late becomes more metal-ric. 3. A comarison between termal buckling curves of owerlaw, sigmoid, exonential FGM circular lates in uniform temerature rise, indicate tat for a certain value of / a termal buckling caacity of circular late made of P-FGM is better tan S-FGM. ACKNOWLEDGMEN e resent researc work was suorted by Islamic Azad University - Sout eran Branc. REFERENCES [] J. N. Reddy, C.M. Wang, and S. Kitiorncai, Axisymmetric bending of functionally graded circular and annular lates. Eur. J. Mec. A/solids No. 8, , 999. [] M. M. Najafizade, M.R. Eslami, ermoelastic stability of ortotroic circular lates. Journal of ermal Stresses, Vol. 5. No., ,. [3] A.R. Korsidvand, M. Jabbari, and M.R. Eslami, ermoelastic buckling analysis of functionally graded circular lates integrated wit iezoelectric layers, Journal of ermal Stresses, Vol. 35, ,. [4] D.O. Brus, B.O. Almort, Buckling of bars, lates and sells. McGraw-Hill, New York, 975. [5] J. N. Reddy, Mecanics of laminated comosite lates and sells, teory and analysis. CRC Press, New York, 4. [6] J. ic, J. Erart, E. Kittinger,, and J. Prvratsk, Fundamentals of Piezoelectric Sensorics, Mecanical, Dielectric, and ermodynamical Proerties of Piezoelectric Materials, New York, Sringer,. [7] W., ermal buckling of a simly suorted moderately tick rectangular FGM late, Comos. Struct., Vol. 64,. -8, 4. Amad Reza Korsidvand was born in eran, Iran, in 969. He received PD degree in, in mecanical engineering - solid mecanics from Science and Researc Branc, IAU, eran, IRAN. Now, e is member of faculty of mecanical engineering deartment, Sout eran Branc, eran, IRAN. His researc interests include Solid Mecanics, ermo- Elasticity, Comosite Materials, and Stability. Dr. Korsidvand is member of IACSI, IISRO and e as more tan eigt ublised aers in International Journals. 3

5 3rd International Conference on Mecanical, Electronics and Mecatronics Engineering (ICMEME'4) Marc 9-, 4 Abu Dabi (UAE) Fig. : Buckling temerature versus /a for a P-, S-,E-FGM circular clamed late under uniform temerature rise. Fig 3: e effective range of iezoelectric layers versus /a on buckling temerature a circular PFGM clamed late. Fig. 4: e effective range of iezoelectric layers versus /a on buckling temerature a SFGM circular clamed late. 3

Stability of Smart Beams with Varying Properties Based on the First Order Shear Deformation Theory Located on a Continuous Elastic Foundation

Stability of Smart Beams with Varying Properties Based on the First Order Shear Deformation Theory Located on a Continuous Elastic Foundation Australian Journal of Basic and Applied Sciences, 5(7): 743-747, ISSN 99-878 Stability of Smart Beams wit Varying Properties Based on te First Order Sear Deformation Teory ocated on a Continuous Elastic

More information

Available online at ScienceDirect. Procedia Engineering 144 (2016 )

Available online at   ScienceDirect. Procedia Engineering 144 (2016 ) Available online at www.sciencedirect.com ScienceDirect Procedia Engineering (06 ) 03 030 t International onference on Vibration Problems, IOVP 05 Termal stresses, deformations and vibrations of lates

More information

Journal of Mechanical Science and Technology 23 (2009) 2072~2084. M. M. Najafizadeh * and M. R. Isvandzibaei

Journal of Mechanical Science and Technology 23 (2009) 2072~2084. M. M. Najafizadeh * and M. R. Isvandzibaei Journal of Mecanical Science and Tecnology (9 7~84 Journal of Mecanical Science and Tecnology www.springerlink.com/content/78-494x DOI.7/s6-9-4- Vibration of functionally graded cylindrical sells based

More information

3. Using your answers to the two previous questions, evaluate the Mratio

3. Using your answers to the two previous questions, evaluate the Mratio MASSACHUSETTS INSTITUTE OF TECHNOLOGY DEPARTMENT OF MECHANICAL ENGINEERING CAMBRIDGE, MASSACHUSETTS 0219 2.002 MECHANICS AND MATERIALS II HOMEWORK NO. 4 Distributed: Friday, April 2, 2004 Due: Friday,

More information

6. Non-uniform bending

6. Non-uniform bending . Non-uniform bending Introduction Definition A non-uniform bending is te case were te cross-section is not only bent but also seared. It is known from te statics tat in suc a case, te bending moment in

More information

Bending analysis of a functionally graded piezoelectric cantilever beam

Bending analysis of a functionally graded piezoelectric cantilever beam Science in Cina Series G: Pysics Mecanics & Astronomy 7 Science in Cina Press Springer-Verlag Bending analysis of a functionally graded pieoelectric cantilever beam YU Tao & ZHONG Zeng Scool of Aerospace

More information

Static Response Analysis of a FGM Timoshenko s Beam Subjected to Uniformly Distributed Loading Condition

Static Response Analysis of a FGM Timoshenko s Beam Subjected to Uniformly Distributed Loading Condition Static Response Analysis of a FGM Timoseno s Beam Subjected to Uniformly Distributed Loading Condition 8 Aas Roy Department of Mecanical Engineering National Institute of Tecnology Durgapur Durgapur, Maatma

More information

The isentropic exponent in plasmas

The isentropic exponent in plasmas Te isentroic exonent in lasmas Burm K.T.A.L.; Goedeer W.J.; cram D.C. Publised in: Pysics of Plasmas DOI: 10.1063/1.873535 Publised: 01/01/1999 Document Version Publiser s PDF also known as Version of

More information

Sensitivity analysis of size effect on the performance of hydrostatic bearing

Sensitivity analysis of size effect on the performance of hydrostatic bearing Sensitivity analysis of size effect on te erformance of ydrostatic bearing Cen Dongju 1a, Dong Liua 1, Zou Suai 1 and Fan Jinwei 1 1 College of Mecanical Engineering and Alied Electrics Teclogy, Beijing

More information

Polarizability of a metallic nanosphere: Local random-phase approximation (LRPA)

Polarizability of a metallic nanosphere: Local random-phase approximation (LRPA) Sri Lankan Journal of Pysics, Vol. 1(1) (01) 41-47 Institute of Pysics - Sri Lanka Researc Article Polarizability of a metallic nanosere: Local random-ase aroximation (LRPA) Prabat Hewageegana * Deartment

More information

Implementation and Validation of Finite Volume C++ Codes for Plane Stress Analysis

Implementation and Validation of Finite Volume C++ Codes for Plane Stress Analysis CST0 191 October, 011, Krabi Imlementation and Validation of Finite Volume C++ Codes for Plane Stress Analysis Chakrit Suvanjumrat and Ekachai Chaichanasiri* Deartment of Mechanical Engineering, Faculty

More information

REFINED STRAIN ENERGY OF THE SHELL

REFINED STRAIN ENERGY OF THE SHELL REFINED STRAIN ENERGY OF THE SHELL Ryszard A. Walentyński Deartment of Building Structures Theory, Silesian University of Technology, Gliwice, PL44-11, Poland ABSTRACT The aer rovides information on evaluation

More information

Exact Solutions in Finite Compressible Elasticity via the Complementary Energy Function

Exact Solutions in Finite Compressible Elasticity via the Complementary Energy Function Exact Solutions in Finite Comressible Elasticity via the Comlementary Energy Function Francis Rooney Deartment of Mathematics University of Wisconsin Madison, USA Sean Eberhard Mathematical Institute,

More information

COMPARATIVE THERMAL BUCKLING ANALYSIS OF FUNCTIONALLY GRADED PLATE

COMPARATIVE THERMAL BUCKLING ANALYSIS OF FUNCTIONALLY GRADED PLATE HERMAL SCIENCE: Year 7, Vol., No. 6B, pp. 957-969 957 Introduction COMPARAIVE HERMAL BUCKLING ANALYSIS OF FUNCIONALLY GRADED PLAE by Dragan V. ČUKANOVIĆ a*, Gordana M. BOGDANOVIĆ b, Aleksandar B. RADAKOVIĆ

More information

WINKLER PLATES BY THE BOUNDARY KNOT METHOD

WINKLER PLATES BY THE BOUNDARY KNOT METHOD WINKLER PLATES BY THE BOUNARY KNOT ETHO Sofía Roble, sroble@fing.edu.uy Berardi Sensale, sensale@fing.edu.uy Facultad de Ingeniería, Julio Herrera y Reissig 565, ontevideo Abstract. Tis paper describes

More information

Identification of the source of the thermoelastic response from orthotropic laminated composites

Identification of the source of the thermoelastic response from orthotropic laminated composites Identification of the source of the thermoelastic resonse from orthotroic laminated comosites S. Sambasivam, S. Quinn and J.M. Dulieu-Barton School of Engineering Sciences, University of Southamton, Highfield,

More information

Shape and Failure Control of Composite Laminates using Piezoelectric Actuators

Shape and Failure Control of Composite Laminates using Piezoelectric Actuators Excert from the Proceedings of the COMSOL Conference 00 Boston Shae and Failure Control of Comosite Laminates using Piezoelectric Actuators Zeaid Hasan * Texas A&M University, College Station, Texas *Corresonding

More information

AN ANALYSIS OF AMPLITUDE AND PERIOD OF ALTERNATING ICE LOADS ON CONICAL STRUCTURES

AN ANALYSIS OF AMPLITUDE AND PERIOD OF ALTERNATING ICE LOADS ON CONICAL STRUCTURES Ice in te Environment: Proceedings of te 1t IAHR International Symposium on Ice Dunedin, New Zealand, nd t December International Association of Hydraulic Engineering and Researc AN ANALYSIS OF AMPLITUDE

More information

Application of piezoelectric actuators to active control of composite spherical caps

Application of piezoelectric actuators to active control of composite spherical caps Smart Mater. Struct. 8 (1999 18. Printed in the UK PII: S964-176(991661-4 Application of piezoelectric actuators to active control of composite spherical caps Victor Birman, Gareth J Knowles and John J

More information

A Simple And Efficient FEM-Implementation Of The Modified Mohr-Coulomb Criterion Clausen, Johan Christian; Damkilde, Lars

A Simple And Efficient FEM-Implementation Of The Modified Mohr-Coulomb Criterion Clausen, Johan Christian; Damkilde, Lars Aalborg Universitet A Simle And Efficient FEM-Imlementation Of The Modified Mohr-Coulomb Criterion Clausen, Johan Christian; Damkilde, Lars Published in: Proceedings of the 9th Nordic Seminar on Comutational

More information

Thermal Bending of Circular Plates for Non-axisymmetrical Problems

Thermal Bending of Circular Plates for Non-axisymmetrical Problems Copyrigt 2 Tec Science Press SL, vol.4, no.2, pp.5-2, 2 Termal Bending of Circular Plates for Non-axisymmetrical Problems Dong Zengzu Peng Weiong and Li Suncai Abstract: Due to te complexity of termal

More information

u x t v dx dt ; 0 u u dz ( ) dz f u dz

u x t v dx dt ; 0 u u dz ( ) dz f u dz June 3 - July 3, 215 Melbourne, Australia 9 6C-4 Energy balance in turbulent gas-solid cannel flow Liao Zao Deartment of Energy and rocess Engineering Norwegian University of cience and Tecnology Trondeim,

More information

Analysis: The speed of the proton is much less than light speed, so we can use the

Analysis: The speed of the proton is much less than light speed, so we can use the Section 1.3: Wave Proerties of Classical Particles Tutorial 1 Practice, age 634 1. Given: 1.8! 10 "5 kg # m/s; 6.63! 10 "34 J #s Analysis: Use te de Broglie relation, λ. Solution:! 6.63 " 10#34 kg $ m

More information

232 Calculus and Structures

232 Calculus and Structures 3 Calculus and Structures CHAPTER 17 JUSTIFICATION OF THE AREA AND SLOPE METHODS FOR EVALUATING BEAMS Calculus and Structures 33 Copyrigt Capter 17 JUSTIFICATION OF THE AREA AND SLOPE METHODS 17.1 THE

More information

The effect of dynamic bending moments on the ratchetting behavior of stainless steel pressurized piping elbows

The effect of dynamic bending moments on the ratchetting behavior of stainless steel pressurized piping elbows International Journal of echanical Engineering and Alications 2014; 2(2): 31-37 Published online ay 30, 2014 (htt://www.scienceublishinggrou.com/j/ijmea) doi: 10.11648/j.ijmea.20140202.12 The effect of

More information

Notes on the function gsw_enthalpy_first_derivatives_ct_exact(sa,ct,p)

Notes on the function gsw_enthalpy_first_derivatives_ct_exact(sa,ct,p) Notes on gsw_entaly_first_derivatives_c_exact 1 Notes on te function gsw_entaly_first_derivatives_c_exact(c) is function gsw_entaly_first_derivatives_c_exact(c) evaluates two of te first order artial derivatives

More information

CREEP AND SHRINKAGE EFFECT ON THE DYNAMIC ANALYSIS OF REINFORCED CONCRETE SLAB-AND-BEAM STRUCTURES

CREEP AND SHRINKAGE EFFECT ON THE DYNAMIC ANALYSIS OF REINFORCED CONCRETE SLAB-AND-BEAM STRUCTURES ECCM 99 Euroean Conference on Comutational Mechanics August 31 Setember 3 München, Germany CREEP AND SHRINKAGE EFFECT ON THE DYNAMIC ANALYSIS OF REINFORCED CONCRETE SLABANDBEAM STRUCTURES Evangelos J.

More information

A PIEZOELECTRIC BERNOULLI-EULER BEAM THEORY CONSIDERING MODERATELY CONDUCTIVE AND INDUCTIVE ELECTRODES

A PIEZOELECTRIC BERNOULLI-EULER BEAM THEORY CONSIDERING MODERATELY CONDUCTIVE AND INDUCTIVE ELECTRODES Proceedings of the 6th International Conference on Mechanics and Materials in Design, Editors: J.F. Silva Gomes & S.A. Meguid, P.Delgada/Aores, 26-30 July 2015 PAPER REF: 5513 A PIEZOELECTRIC BERNOULLI-EULER

More information

Numerical and experimental investigation on shot-peening induced deformation. Application to sheet metal forming.

Numerical and experimental investigation on shot-peening induced deformation. Application to sheet metal forming. Coyright JCPDS-International Centre for Diffraction Data 29 ISSN 197-2 511 Numerical and exerimental investigation on shot-eening induced deformation. Alication to sheet metal forming. Florent Cochennec

More information

Euler-Bernoulli Beam Theory in the Presence of Fiber Bending Stiffness

Euler-Bernoulli Beam Theory in the Presence of Fiber Bending Stiffness IOSR Journal of Matematics (IOSR-JM) e-issn: 78-578, p-issn: 319-765X. Volume 13, Issue 3 Ver. V (May - June 017), PP 10-17 www.iosrjournals.org Euler-Bernoulli Beam Teory in te Presence of Fiber Bending

More information

A SIMPLE PLASTICITY MODEL FOR PREDICTING TRANSVERSE COMPOSITE RESPONSE AND FAILURE

A SIMPLE PLASTICITY MODEL FOR PREDICTING TRANSVERSE COMPOSITE RESPONSE AND FAILURE THE 19 TH INTERNATIONAL CONFERENCE ON COMPOSITE MATERIALS A SIMPLE PLASTICITY MODEL FOR PREDICTING TRANSVERSE COMPOSITE RESPONSE AND FAILURE K.W. Gan*, M.R. Wisnom, S.R. Hallett, G. Allegri Advanced Comosites

More information

Buckling of Laminated and Functionally Graded Plates using Radial Basis Functions

Buckling of Laminated and Functionally Graded Plates using Radial Basis Functions Paper 223 Buckling of Laminated and Functionally Graded Plates using Radial Basis Functions A.M.A. Neves, A.J.M. Ferreira, E. Carrera 3, M. Cinefra 3 C.M.C. Roque 2, C.M. Mota Soares 4 and R.M.N. Jorge

More information

VIBRATION ANALYSIS OF BEAMS WITH MULTIPLE CONSTRAINED LAYER DAMPING PATCHES

VIBRATION ANALYSIS OF BEAMS WITH MULTIPLE CONSTRAINED LAYER DAMPING PATCHES Journal of Sound and Vibration (998) 22(5), 78 85 VIBRATION ANALYSIS OF BEAMS WITH MULTIPLE CONSTRAINED LAYER DAMPING PATCHES Acoustics and Dynamics Laboratory, Deartment of Mechanical Engineering, The

More information

Promote the Use of Two-dimensional Continuous Random Variables Conditional Distribution

Promote the Use of Two-dimensional Continuous Random Variables Conditional Distribution Promote te Use of Two-dimensional Continuous Random Variables Conditional Distribution Feiue Huang Deartment of Economics Dalian University of Tecnology Dalian 604 Cina Tel: 86-4-8470-70 E-mail: software666@6.com

More information

IT is well known that a beam heated from the stress free reference

IT is well known that a beam heated from the stress free reference AIAA JOURNAL Vol. 45, No. 3, March 27 Thermal Buckling and Postbuckling of Euler Bernoulli Beams Suorted on Nonlinear Elastic Foundations S.-R. Li Lanzhou University of Technology, 735 Lanzhou, Gansu,

More information

Domain Dynamics in a Ferroelastic Epilayer on a Paraelastic Substrate

Domain Dynamics in a Ferroelastic Epilayer on a Paraelastic Substrate Y. F. Gao Z. Suo Mechanical and Aerosace Engineering Deartment and Princeton Materials Institute, Princeton University, Princeton, NJ 08544 Domain Dynamics in a Ferroelastic Eilayer on a Paraelastic Substrate

More information

Pressure-sensitivity Effects on Toughness Measurements of Compact Tension Specimens for Strain-hardening Solids

Pressure-sensitivity Effects on Toughness Measurements of Compact Tension Specimens for Strain-hardening Solids American Journal of Alied Sciences (9): 19-195, 5 ISSN 1546-939 5 Science Publications Pressure-sensitivity Effects on Toughness Measurements of Comact Tension Secimens for Strain-hardening Solids Abdulhamid

More information

A Numerical Method for Critical Buckling Load for a Beam Supported on Elastic Foundation

A Numerical Method for Critical Buckling Load for a Beam Supported on Elastic Foundation A Numerical Method for Critical Buckling Load for a Beam Suorted on Elastic Foundation Guo-ing Xia Institute of Bridge Engineering, Dalian University of Technology, Dalian, Liaoning Province, P. R. China

More information

Chapter 2 Buckling and Post-buckling of Beams

Chapter 2 Buckling and Post-buckling of Beams Chapter Buckling and Post-buckling of Beams Abstract This chapter presents buckling and post-buckling analysis of straight beams under thermal and mechanical loads. The Euler and Timoshenko beam theories

More information

8.7 Associated and Non-associated Flow Rules

8.7 Associated and Non-associated Flow Rules 8.7 Associated and Non-associated Flow Rules Recall the Levy-Mises flow rule, Eqn. 8.4., d ds (8.7.) The lastic multilier can be determined from the hardening rule. Given the hardening rule one can more

More information

u y

u y VO., NO., FEBRUARY 8 ISSN 89-668 6-8 Asian Research Publishing Network (ARPN). All rights reserved. NON-NEWTONIAN EFFECTS OF OAD CARRYING CAPACITY AND FRICTIONA FORCE USING RABINOWITS FUID ON TE PERFORMANCE

More information

Development of self-adaptively loading for planetary roller traction-drive transmission

Development of self-adaptively loading for planetary roller traction-drive transmission Available online www.jocr.com Journal of Chemical and Pharmaceutical Research, 013, 5(9):498-506 Research Article ISSN : 0975-7384 CODEN(USA) : JCPRC5 Develoment of self-adatively loading for lanetary

More information

SEISMIC PASSIVE EARTH PRESSURE WITH VARYING SHEAR MODULUS: PSEUDO-DYNAMIC APPROACH

SEISMIC PASSIVE EARTH PRESSURE WITH VARYING SHEAR MODULUS: PSEUDO-DYNAMIC APPROACH IGC 29, Guntur, INDIA SEISMIC PASSIE EART PRESSURE WIT ARYING SEAR MODULUS: PSEUDO-DYNAMIC APPROAC P. Gos Assistant Professor, Deartment of Ciil Engineering, Indian Institute of Tecnology Kanur, Kanur

More information

On the cosmological distance and redshift between any two objects

On the cosmological distance and redshift between any two objects Mon. Not. R. Astron. Soc. 39, 557±56 (000) On te cosmological distance and redsift between any two objects J. Liske w Scool of Pysics, University of New Sout Wales, Sydney 05, Australia Acceted 000 July

More information

FE FORMULATIONS FOR PLASTICITY

FE FORMULATIONS FOR PLASTICITY G These slides are designed based on the book: Finite Elements in Plasticity Theory and Practice, D.R.J. Owen and E. Hinton, 1970, Pineridge Press Ltd., Swansea, UK. 1 Course Content: A INTRODUCTION AND

More information

A = h w (1) Error Analysis Physics 141

A = h w (1) Error Analysis Physics 141 Introduction In all brances of pysical science and engineering one deals constantly wit numbers wic results more or less directly from experimental observations. Experimental observations always ave inaccuracies.

More information

Buckling of Spherical Shells Revisited. John W. Hutchinson. School of Engineering and Applied Sciences, Harvard University.

Buckling of Spherical Shells Revisited. John W. Hutchinson. School of Engineering and Applied Sciences, Harvard University. Buckling of Sherical Shells Revisited John W. Hutchinson School of Engineering and Alied Sciences, Harvard University Abstract A study is resented of the ost-buckling behavior and imerfection-sensitivity

More information

Response of a sandwich panel subject to fire or elevated temperature on one of the surfaces

Response of a sandwich panel subject to fire or elevated temperature on one of the surfaces Comosites: Part A 37 (26) 981 988 www.elsevier.com/locate/comositesa Resonse of a sandwich anel subject to fire or elevated temerature on one of the surfaces V. Birman a, *, G.A. Kardomateas b, G.J. Simitses

More information

Analysis of an annular PZT actuator for a droplet ejector. Taiwan, ROC ROC. March 22, 2007

Analysis of an annular PZT actuator for a droplet ejector. Taiwan, ROC ROC. March 22, 2007 Analysis of an annular PZT actuator for a drolet ejector D.-A. Wang a,*, C.-H. Ceng, Y.-H. Hsie a, Z.-X. Zang c a Institute of Precision ngineering, National Cung Hsing University, Taicung 4, Taiwan, ROC

More information

Analysis of Stress and Deflection about Steel-Concrete Composite Girders Considering Slippage and Shrink & Creep Under Bending

Analysis of Stress and Deflection about Steel-Concrete Composite Girders Considering Slippage and Shrink & Creep Under Bending Send Orders for Reprints to reprints@bentamscience.ae Te Open Civil Engineering Journal 9 7-7 7 Open Access Analysis of Stress and Deflection about Steel-Concrete Composite Girders Considering Slippage

More information

Nonlinear correction to the bending stiffness of a damaged composite beam

Nonlinear correction to the bending stiffness of a damaged composite beam Van Paepegem, W., Decaene, R. and Degrieck, J. (5). Nonlinear correction to te bending stiffness of a damaged composite beam. Nonlinear correction to te bending stiffness of a damaged composite beam W.

More information

Large deflection analysis of rhombic sandwich plates placed on elastic foundation

Large deflection analysis of rhombic sandwich plates placed on elastic foundation Indian Journal of Engineering & Materials Sciences Vol. 5, February 008, pp. 7-3 Large deflection analysis of rombic sandic plates placed on elastic foundation Gora Cand Cell a*, Subrata Mondal b & Goutam

More information

Factors Effect on the Saturation Parameter S and there Influences on the Gain Behavior of Ytterbium Doped Fiber Amplifier

Factors Effect on the Saturation Parameter S and there Influences on the Gain Behavior of Ytterbium Doped Fiber Amplifier Australian Journal of Basic and Alied Sciences, 5(12): 2010-2020, 2011 ISSN 1991-8178 Factors Effect on the Saturation Parameter S and there Influences on the Gain Behavior of Ytterbium Doed Fiber Amlifier

More information

Adam Paweł Zaborski. 8 Plasticity. reloading. 1. Bauschinger s effect. 2. unchanged yielding limit. 3. isotropic hardening

Adam Paweł Zaborski. 8 Plasticity. reloading. 1. Bauschinger s effect. 2. unchanged yielding limit. 3. isotropic hardening 8 lasticity Introduction Definitions loading/unloading/reloading words commonly used in lasticity lastic strain a ermanent strain that doesn t vanish after unloading, lastically assive rocess a rocess

More information

CALCULATION OF COLLAPSE PRESSURE IN SHALE GAS FORMATION AND THE INFLUENCE OF FORMATION ANISOTROPY

CALCULATION OF COLLAPSE PRESSURE IN SHALE GAS FORMATION AND THE INFLUENCE OF FORMATION ANISOTROPY CALCULATION OF COLLAPSE PRESSURE IN SHALE GAS FORMATION AND THE INFLUENCE OF FORMATION ANISOTROPY L.Hu, J.Deng, F.Deng, H.Lin, C.Yan, Y.Li, H.Liu, W.Cao (Cina University of Petroleum) Sale gas formations

More information

Research Article Elastic Analysis of Rotating Thick Truncated Conical Shells Subjected to Uniform Pressure Using Disk Form Multilayers

Research Article Elastic Analysis of Rotating Thick Truncated Conical Shells Subjected to Uniform Pressure Using Disk Form Multilayers ISRN Mecanical Engineering Article ID 764837 1 pages ttp://d.doi.org/1.1155/214/764837 Researc Article Elastic Analysis of Rotating Tick Truncated Conical Sells Subjected to Uniform Pressure Using Disk

More information

Thermal Economic Production Quantity Model for Three Types of Imperfect Items with Entropy Cost

Thermal Economic Production Quantity Model for Three Types of Imperfect Items with Entropy Cost Termal Economic Production Quantity Model for Tree Tyes of Imerfect Items wit Entroy ost S. Haririya 1 and Dr. W. Rita 1, (Deartment of Matematics, Holy ross ollege (Autonomous), Tiruciraalli - 6000, India)

More information

ANALYSIS OF ULTRA LOW CYCLE FATIGUE PROBLEMS WITH THE BARCELONA PLASTIC DAMAGE MODEL

ANALYSIS OF ULTRA LOW CYCLE FATIGUE PROBLEMS WITH THE BARCELONA PLASTIC DAMAGE MODEL XII International Conerence on Comutational Plasticity. Fundamentals and Alications COMPLAS XII E. Oñate, D.R.J. Owen, D. Peric and B. Suárez (Eds) ANALYSIS OF ULTRA LOW CYCLE FATIGUE PROBLEMS WITH THE

More information

Comparing Isogeometric Analysis and Spectral Element Methods: accuracy and spectral properties

Comparing Isogeometric Analysis and Spectral Element Methods: accuracy and spectral properties MOX-Reort No. /8 Comaring Isogeometric Analysis and Sectral Element Metods: accuracy and sectral roerties Gervasio, P.; Dede', L.; Canon, O.; Quarteroni, A. MOX, Diartimento di Matematica Politecnico di

More information

Open Access. Xingli Ren, Hongli Hou and Yaoling Xu * ix 2. , p. , m , L 1 , R 1

Open Access. Xingli Ren, Hongli Hou and Yaoling Xu * ix 2. , p. , m , L 1 , R 1 48 The Oen Materials Science Journal 11 5 48-55 Oen ccess Study on Electro-Magneto-Elastic Fiber omosites with Periodically Distributed Reinorced Phases Under ntilane Deormation Mode and its lications

More information

Finite Element Analysis of V-Bending of Polypropylene Using Hydrostatic-Pressure-Dependent Plastic Constitutive Equation*

Finite Element Analysis of V-Bending of Polypropylene Using Hydrostatic-Pressure-Dependent Plastic Constitutive Equation* Materials Transactions, Vol. 48, No. 1 (7). 6 to 664 #7 The Jaan Society for Technology of Plasticity Finite Element Analysis of V-Bending of Polyroylene Using Hydrostatic-Pressure-Deendent Plastic onstitutive

More information

Casimir Force Between the Two Moving Conductive Plates.

Casimir Force Between the Two Moving Conductive Plates. Casimir Force Between the Two Moving Conductive Plates. Jaroslav Hynecek 1 Isetex, Inc., 95 Pama Drive, Allen, TX 751 ABSTRACT This article resents the derivation of the Casimir force for the two moving

More information

COMPARISON OF A SIMPLE AND A DETAILED MODEL OF MAGNETIC HYSTERESIS WITH MEASUREMENTS ON ELECTRICAL STEEL

COMPARISON OF A SIMPLE AND A DETAILED MODEL OF MAGNETIC HYSTERESIS WITH MEASUREMENTS ON ELECTRICAL STEEL COMPARISON OF A SIMPLE AND A DETAILED MODEL OF MAGNETIC YSTERESIS WIT MEASUREMENTS ON ELECTRICAL STEEL if Tavakoli, Dierk ormn, David Ribbenfjärd, Gör Engdal Royal Institute of Tecnology, Scool of Electrical

More information

Flexible Pipes in Trenches with Stiff Clay Walls

Flexible Pipes in Trenches with Stiff Clay Walls Flexible Pies in Trenches with Stiff Clay Walls D. A. Cameron University of South Australia, South Australia, Australia J. P. Carter University of Sydney, New South Wales, Australia Keywords: flexible

More information

12 S.A.M. Ghannadour, H.R. Ovesy and M. Nassirnia rogressive end shortening. They also consider the ost-buckling behavior of late structures subjected

12 S.A.M. Ghannadour, H.R. Ovesy and M. Nassirnia rogressive end shortening. They also consider the ost-buckling behavior of late structures subjected JAST, Vol. 8, No. 1, 11{19 c Iranian Aerosace Society, Winter-Sring 2011 Nonlinear Post-Buckling Analysis of Isotroic Plates Using Finite Stri Methods S.A.M. Ghannadour 1, H.R. Ovesy 2 and M. Nassirnia

More information

A Study of Annular Plate Buckling Problem with Tension Loaded at Inner Edge

A Study of Annular Plate Buckling Problem with Tension Loaded at Inner Edge ANALELE UNIVERSITĂłII EFTIMIE MURGU REŞIłA ANUL XVII, NR. 1, 010, ISSN 1453-7397 Syed Noh, Mostafa Abdalla, Waleed Fekry Faris A Study of Annular Plate Buckling Problem with Tension Loaded at Inner Edge

More information

Towards understanding the Lorenz curve using the Uniform distribution. Chris J. Stephens. Newcastle City Council, Newcastle upon Tyne, UK

Towards understanding the Lorenz curve using the Uniform distribution. Chris J. Stephens. Newcastle City Council, Newcastle upon Tyne, UK Towards understanding the Lorenz curve using the Uniform distribution Chris J. Stehens Newcastle City Council, Newcastle uon Tyne, UK (For the Gini-Lorenz Conference, University of Siena, Italy, May 2005)

More information

The tri-harmonic plate bending equation

The tri-harmonic plate bending equation Computational Metods and Experimental Measurements XVII 67 Te tri-armonic plate bending equation I. D. Kotcergenko Kotcergenko Engenaria Ltda., Brazil Abstract Tis is te tird paper publised at WIT Transactions

More information

HIGH ORDER SHEAR DEFORMATION THEORY FOR ISOTROPIC BEAMS WITH USING MIXED FINITE ELEMENT METHOD

HIGH ORDER SHEAR DEFORMATION THEORY FOR ISOTROPIC BEAMS WITH USING MIXED FINITE ELEMENT METHOD Held on 1-, Nov, 15, in Dubai, ISBN:978819313731 HIGH ORDER SHEAR DEFORATION THEORY FOR ISOTROPIC BEAS WITH USING IXED FINITE ELEENT ETHOD Emra adenci, Department of Civil Engineering, Necmettin Erbakan

More information

THERMOELASTIC ANALYSIS OF THICK-WALLED FINITE-LENGTH CYLINDERS OF FUNCTIONALLY GRADED MATERIALS

THERMOELASTIC ANALYSIS OF THICK-WALLED FINITE-LENGTH CYLINDERS OF FUNCTIONALLY GRADED MATERIALS Journal of Thermal Stresses, 28: 391 408, 2005 Copyright # Taylor & Francis Inc. ISSN: 0149-5739 print/1521-074x online DOI: 10.1080/01495730590916623 THERMOELASTIC ANALYSIS OF THICK-WALLED FINITE-LENGTH

More information

Bending, Buckling and Vibration of a Functionally Graded Porous Beam Using Finite Elements

Bending, Buckling and Vibration of a Functionally Graded Porous Beam Using Finite Elements J. Appl. Comput. Mec., 3(4) (017) 74-8 DOI: 10.055/JACM.017.194.111 ISSN: 383-4536 jacm.scu.ac.ir Bending, Buckling and Vibration of a Functionally Graded Porous Beam Using Finite Elements Noa Fouda 1,

More information

Lower bound solutions for bearing capacity of jointed rock

Lower bound solutions for bearing capacity of jointed rock Comuters and Geotechnics 31 (2004) 23 36 www.elsevier.com/locate/comgeo Lower bound solutions for bearing caacity of jointed rock D.J. Sutcliffe a, H.S. Yu b, *, S.W. Sloan c a Deartment of Civil, Surveying

More information

Study on Characteristics of Sound Absorption of Underwater Visco-elastic Coated Compound Structures

Study on Characteristics of Sound Absorption of Underwater Visco-elastic Coated Compound Structures Vol. 3, No. Modern Alied Science Study on Characteristics of Sound Absortion of Underwater Visco-elastic Coated Comound Structures Zhihong Liu & Meiing Sheng College of Marine Northwestern Polytechnical

More information

Nonlinear Static Analysis of Cable Net Structures by Using Newton-Raphson Method

Nonlinear Static Analysis of Cable Net Structures by Using Newton-Raphson Method Nonlinear Static Analysis of Cable Net Structures by Using Newton-Rahson Method Sayed Mahdi Hazheer Deartment of Civil Engineering University Selangor (UNISEL) Selangor, Malaysia hazheer.ma@gmail.com Abstract

More information

MODELING THE RELIABILITY OF C4ISR SYSTEMS HARDWARE/SOFTWARE COMPONENTS USING AN IMPROVED MARKOV MODEL

MODELING THE RELIABILITY OF C4ISR SYSTEMS HARDWARE/SOFTWARE COMPONENTS USING AN IMPROVED MARKOV MODEL Technical Sciences and Alied Mathematics MODELING THE RELIABILITY OF CISR SYSTEMS HARDWARE/SOFTWARE COMPONENTS USING AN IMPROVED MARKOV MODEL Cezar VASILESCU Regional Deartment of Defense Resources Management

More information

EFFECTS OF LINE AND PASSIVATION GEOMETRY ON CURVATURE EVOLUTION DURING PROCESSING AND THERMAL CYCLING IN COPPER INTERCONNECT LINES

EFFECTS OF LINE AND PASSIVATION GEOMETRY ON CURVATURE EVOLUTION DURING PROCESSING AND THERMAL CYCLING IN COPPER INTERCONNECT LINES Acta mater. 48 (000) 3169±3175 www.elsevier.com/locate/actamat EFFECTS OF LINE AND PASSIVATION GEOMETRY ON CURVATURE EVOLUTION DURING PROCESSING AND THERMAL CYCLING IN COPPER INTERCONNECT LINES T.-S. PARK

More information

Free Vibration Analysis of Functionally Graded Material Plates with Various Types of Cutouts using Finite Element Method

Free Vibration Analysis of Functionally Graded Material Plates with Various Types of Cutouts using Finite Element Method International Journal of Current Engineering and Technology E-ISSN 2277 4106, P-ISSN 2347 5161 2018 INPRESSCO, All Rights Reserved Available at http://inpressco.com/category/ijcet Research Article Free

More information

On the elasticity of transverse isotropic soft tissues (L)

On the elasticity of transverse isotropic soft tissues (L) J_ID: JAS DOI: 10.1121/1.3559681 Date: 17-March-11 Stage: Page: 1 Total Pages: 5 ID: 3b2server Time: 12:24 I Path: //xinchnasjn/aip/3b2/jas#/vol00000/110099/appfile/ai-jas#110099 1 2 3 4 5 6 7 AQ18 9 10

More information

A MIXED CONTROL CHART ADAPTED TO THE TRUNCATED LIFE TEST BASED ON THE WEIBULL DISTRIBUTION

A MIXED CONTROL CHART ADAPTED TO THE TRUNCATED LIFE TEST BASED ON THE WEIBULL DISTRIBUTION O P E R A T I O N S R E S E A R C H A N D D E C I S I O N S No. 27 DOI:.5277/ord73 Nasrullah KHAN Muhammad ASLAM 2 Kyung-Jun KIM 3 Chi-Hyuck JUN 4 A MIXED CONTROL CHART ADAPTED TO THE TRUNCATED LIFE TEST

More information

Model development for the beveling of quartz crystal blanks

Model development for the beveling of quartz crystal blanks 9t International Congress on Modelling and Simulation, Pert, Australia, 6 December 0 ttp://mssanz.org.au/modsim0 Model development for te beveling of quartz crystal blanks C. Dong a a Department of Mecanical

More information

Churilova Maria Saint-Petersburg State Polytechnical University Department of Applied Mathematics

Churilova Maria Saint-Petersburg State Polytechnical University Department of Applied Mathematics Churilova Maria Saint-Petersburg State Polytechnical University Deartment of Alied Mathematics Technology of EHIS (staming) alied to roduction of automotive arts The roblem described in this reort originated

More information

CHAPTER 2 MODELING OF THREE-TANK SYSTEM

CHAPTER 2 MODELING OF THREE-TANK SYSTEM 7 CHAPTER MODELING OF THREE-TANK SYSTEM. INTRODUCTION Te interacting tree-tank system is a typical example of a nonlinear MIMO system. Heiming and Lunze (999) ave regarded treetank system as a bencmark

More information

Characteristics of Beam-Based Flexure Modules

Characteristics of Beam-Based Flexure Modules Shorya Awtar e-mail: shorya@mit.edu Alexander H. Slocum e-mail: slocum@mit.edu Precision Engineering Research Grou, Massachusetts Institute of Technology, Cambridge, MA 039 Edi Sevincer Omega Advanced

More information

Distributed Rule-Based Inference in the Presence of Redundant Information

Distributed Rule-Based Inference in the Presence of Redundant Information istribution Statement : roved for ublic release; distribution is unlimited. istributed Rule-ased Inference in the Presence of Redundant Information June 8, 004 William J. Farrell III Lockheed Martin dvanced

More information

INTRODUCING THE SHEAR-CAP MATERIAL CRITERION TO AN ICE RUBBLE LOAD MODEL

INTRODUCING THE SHEAR-CAP MATERIAL CRITERION TO AN ICE RUBBLE LOAD MODEL Symosium on Ice (26) INTRODUCING THE SHEAR-CAP MATERIAL CRITERION TO AN ICE RUBBLE LOAD MODEL Mohamed O. ElSeify and Thomas G. Brown University of Calgary, Calgary, Canada ABSTRACT Current ice rubble load

More information

Journal of System Design and Dynamics

Journal of System Design and Dynamics Vol. 5, No. 6, Effects of Stable Nonlinear Normal Modes on Self-Synchronized Phenomena* Hiroki MORI**, Takuo NAGAMINE**, Yukihiro AKAMATSU** and Yuichi SATO** ** Deartment of Mechanical Engineering, Saitama

More information

arxiv:cond-mat/ v2 25 Sep 2002

arxiv:cond-mat/ v2 25 Sep 2002 Energy fluctuations at the multicritical oint in two-dimensional sin glasses arxiv:cond-mat/0207694 v2 25 Se 2002 1. Introduction Hidetoshi Nishimori, Cyril Falvo and Yukiyasu Ozeki Deartment of Physics,

More information

NCCI: Simple methods for second order effects in portal frames

NCCI: Simple methods for second order effects in portal frames NCC: Simple metods for second order effects in portal frames NCC: Simple metods for second order effects in portal frames NCC: Simple metods for second order effects in portal frames Tis NCC presents information

More information

Young s Modulus Measurement Using a Simplified Transparent Indenter Measurement Technique

Young s Modulus Measurement Using a Simplified Transparent Indenter Measurement Technique Exerimental Mechanics (008) 48:9 5 DOI 0.007/s340-007-9074-4 Young s Modulus Measurement Using a Simlified Transarent Indenter Measurement Technique C. Feng & B.S. Kang Received: October 006 /Acceted:

More information

Paper C Exact Volume Balance Versus Exact Mass Balance in Compositional Reservoir Simulation

Paper C Exact Volume Balance Versus Exact Mass Balance in Compositional Reservoir Simulation Paer C Exact Volume Balance Versus Exact Mass Balance in Comositional Reservoir Simulation Submitted to Comutational Geosciences, December 2005. Exact Volume Balance Versus Exact Mass Balance in Comositional

More information

5.5 The concepts of effective lengths

5.5 The concepts of effective lengths 5.5 The concets of effective lengths So far, the discussion in this chater has been centred around in-ended columns. The boundary conditions of a column may, however, be idealized in one the following

More information

Dynamic Young s Modulus, Shear and Torsional Moduli of Pine Beams

Dynamic Young s Modulus, Shear and Torsional Moduli of Pine Beams Dynamic Young s Modulus, Sear and Torsional Moduli of Pine Beams In two different teories Seyede Masoume Hasemi Taalvandani Department of Wood and Paper Science and Tecnology, Islamic Azad University,

More information

FULL SHEAR DEFORMATION FOR ANALYSIS OF THICK PLATE

FULL SHEAR DEFORMATION FOR ANALYSIS OF THICK PLATE FULL SHAR DFORMATION FOR ANALYSIS OF THICK PLAT 1 IBARUGBULM, OWUS M., 2 NJOKU, KLCHI O., 3 ZIFULA, UCHCHI G. 1,2,3 Civil ngineering Department, Federal University of Tecnology, Owerri, Nigeria -mail:

More information

Polynomial Interpolation

Polynomial Interpolation Capter 4 Polynomial Interpolation In tis capter, we consider te important problem of approximatinga function fx, wose values at a set of distinct points x, x, x,, x n are known, by a polynomial P x suc

More information

Modified Quasi-Static, Elastic-Plastic Analysis for Blast Walls with Partially Fixed Support

Modified Quasi-Static, Elastic-Plastic Analysis for Blast Walls with Partially Fixed Support Article Modified Quasi-Static, Elastic-Plastic Analysis for Blast Walls with Partially Fixed Suort Pattamad Panedojaman Deartment of Civil Engineering, Faculty of Engineering, Prince of Songkla University,

More information

Topology Optimization of Three Dimensional Structures under Self-weight and Inertial Forces

Topology Optimization of Three Dimensional Structures under Self-weight and Inertial Forces 6 th World Congresses of Structural and Multidiscilinary Otimization Rio de Janeiro, 30 May - 03 June 2005, Brazil Toology Otimization of Three Dimensional Structures under Self-weight and Inertial Forces

More information

EE 508 Lecture 13. Statistical Characterization of Filter Characteristics

EE 508 Lecture 13. Statistical Characterization of Filter Characteristics EE 508 Lecture 3 Statistical Characterization of Filter Characteristics Comonents used to build filters are not recisely redictable L C Temerature Variations Manufacturing Variations Aging Model variations

More information

DELFT UNIVERSITY OF TECHNOLOGY

DELFT UNIVERSITY OF TECHNOLOGY DELFT UNIVERSITY OF TECHNOLOGY REPORT 8-3 Numerical Metods for Industrial Flow Problems Ibraim, C. Vuik, F. J. Vermolen, and D. Hegen ISSN 389-65 Reorts of te Deartment of Alied Matematical Analysis Delft

More information

The Laplace equation, cylindrically or spherically symmetric case

The Laplace equation, cylindrically or spherically symmetric case Numerisce Metoden II, 7 4, und Übungen, 7 5 Course Notes, Summer Term 7 Some material and exercises Te Laplace equation, cylindrically or sperically symmetric case Electric and gravitational potential,

More information

Estimation of the large covariance matrix with two-step monotone missing data

Estimation of the large covariance matrix with two-step monotone missing data Estimation of the large covariance matrix with two-ste monotone missing data Masashi Hyodo, Nobumichi Shutoh 2, Takashi Seo, and Tatjana Pavlenko 3 Deartment of Mathematical Information Science, Tokyo

More information