메뉴 건너뛰기




Volumn 46, Issue 3, 2011, Pages 543-553

The effect of transverse shear deformation on the buckling of two-layer composite columns with interlayer slip

Author keywords

Buckling; Interfacial strength; Interlayer slip; Layered structures; Non linear behavior

Indexed keywords

ANALYTICAL MODEL; BUCKLING BEHAVIORS; COMPOSITE COLUMN; CRITICAL BUCKLING LOADS; INTERFACIAL STRENGTH; INTERLAYER SLIP; LAYERED STRUCTURES; LINEARIZED STABILITY; METAL COMPOSITES; NON-LINEAR BEHAVIOR; PARAMETRIC ANALYSIS; PYROLYTIC GRAPHITE; TRANSVERSE SHEAR DEFORMATION; TWO LAYERS;

EID: 79952573987     PISSN: 00207462     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.ijnonlinmec.2011.01.001     Document Type: Article
Times cited : (44)

References (54)
  • 1
    • 0031372049 scopus 로고    scopus 로고
    • Flexural vibrations of elastic composite beams with interlayer slip
    • C. Adam, R. Heuer, and A. Jeschko Flexural vibrations of elastic composite beams with interlayer slip Acta Mechanica 125 1997 17 30 (Pubitemid 127544522)
    • (1997) Acta Mechanica , vol.125 , Issue.1-4 , pp. 17-30
    • Adam, C.1    Heuer, R.2    Jeschko, A.3
  • 2
    • 4944246845 scopus 로고    scopus 로고
    • Comparison and validation of displacement and mixed elements for the non-linear analysis of continuous composite beams
    • A. Dall'Asta, and A. Zona Comparison and validation of displacement and mixed elements for the non-linear analysis of continuous composite beams Computers and Structures 82 2326 2004 2117 2130
    • (2004) Computers and Structures , vol.82 , Issue.2326 , pp. 2117-2130
    • Dall'Asta, A.1    Zona, A.2
  • 3
    • 65649101301 scopus 로고    scopus 로고
    • Non-linear finite element analysis of composite beams with interlayer slips
    • J.M. Battini, Q.H. Nguyen, and M. Hjiaj Non-linear finite element analysis of composite beams with interlayer slips Computers and Structures 87 2009 904 912
    • (2009) Computers and Structures , vol.87 , pp. 904-912
    • Battini, J.M.1    Nguyen, Q.H.2    Hjiaj, M.3
  • 4
    • 4944226628 scopus 로고    scopus 로고
    • Non-linear finite element analysis of composite planar frames with an interlayer slip
    • B. Čas, M. Saje, and I. Planinc Non-linear finite element analysis of composite planar frames with an interlayer slip Computers and Structures 82 2004 1901 1912
    • (2004) Computers and Structures , vol.82 , pp. 1901-1912
    • Čas, B.1    Saje, M.2    Planinc, I.3
  • 5
    • 10844238176 scopus 로고    scopus 로고
    • Non-linear analysis of composite steel-concrete beams with incomplete interaction
    • B. Čas, S. Bratina, M. Saje, and I. Planinc Non-linear analysis of composite steel-concrete beams with incomplete interaction Steel and Composite Structures 4 6 2004 489 507 (Pubitemid 40002740)
    • (2004) Steel and Composite Structures , vol.4 , Issue.6 , pp. 489-507
    • Cas, B.1    Bratinat, S.2    Saje, M.3    Planinc, I.4
  • 6
    • 33947390886 scopus 로고    scopus 로고
    • Buckling of layered wood columns
    • DOI 10.1016/j.advengsoft.2006.08.021, PII S0965997806001955, Computational Structures Technology
    • B. Čas, M. Saje, and I. Planinc Buckling of layered wood columns Advances in Engineering Software 38 2007 586 597 (Pubitemid 46453495)
    • (2007) Advances in Engineering Software , vol.38 , Issue.8-9 , pp. 586-597
    • Cas, B.1    Saje, M.2    Planinc, I.3
  • 7
    • 34248526054 scopus 로고    scopus 로고
    • State space formulation for composite beam-columns with partial interaction
    • DOI 10.1016/j.compscitech.2006.12.013, PII S0266353807000024
    • W.Q. Chen, Y.F. Wu, and R.Q. Xu State space formulation for composite beam-columns with partial interaction Composites Science and Technology 67 2007 2500 2512 (Pubitemid 46760223)
    • (2007) Composites Science and Technology , vol.67 , Issue.11-12 , pp. 2500-2512
    • Chen, W.Q.1    Wu, Y.F.2    Xu, R.Q.3
  • 8
    • 67649085857 scopus 로고    scopus 로고
    • Analytical study of beams strengthened by adhesively bonded reinforcement with variable properties using state space method
    • R.Q. Xu, and Y.F. Wu Analytical study of beams strengthened by adhesively bonded reinforcement with variable properties using state space method Composites Science and Technology 69 2009 1912 1918
    • (2009) Composites Science and Technology , vol.69 , pp. 1912-1918
    • Xu, R.Q.1    Wu, Y.F.2
  • 9
    • 70349529825 scopus 로고    scopus 로고
    • Analytical solution of two-layer beam taking into account nonlinear interlayer slip
    • P. Foraboschi Analytical solution of two-layer beam taking into account nonlinear interlayer slip Journal of Engineering Mechanics 135 10 2009 1129 1146
    • (2009) Journal of Engineering Mechanics , vol.135 , Issue.10 , pp. 1129-1146
    • Foraboschi, P.1
  • 10
    • 61849096175 scopus 로고    scopus 로고
    • A family of interface elements for the analysis of composite beams with interlayer slip
    • A.R. Silva, and J.B.M. Sousa A family of interface elements for the analysis of composite beams with interlayer slip Finite Elements in Analysis and Design 45 5 2009 305 314
    • (2009) Finite Elements in Analysis and Design , vol.45 , Issue.5 , pp. 305-314
    • Silva, A.R.1    Sousa, J.B.M.2
  • 11
    • 0033701996 scopus 로고    scopus 로고
    • Piezoelectric vibrations of composite beams with interlayer slip
    • R. Heuer, and C. Adam Piezoelectric vibrations of composite beams with interlayer slip Acta Mechanica 140 2000 247 263
    • (2000) Acta Mechanica , vol.140 , pp. 247-263
    • Heuer, R.1    Adam, C.2
  • 12
    • 28244486467 scopus 로고    scopus 로고
    • Equivalence of the analyses of sandwich beams with or without interlayer slip
    • DOI 10.1080/15376490490451570
    • R. Heuer Equivalence of the analyses of sandwich beams with or without interlayer slip Mechanics of Advanced Materials and Structures 11 2004 425 432 (Pubitemid 41709886)
    • (2004) Mechanics of Advanced Materials and Structures , vol.11 , Issue.4-5 , pp. 425-432
    • Heuer, R.1
  • 13
    • 67649502894 scopus 로고    scopus 로고
    • On lateraltorsional vibrations of elastic composite beams with interlayer slip
    • N. Challamel On lateraltorsional vibrations of elastic composite beams with interlayer slip Journal of Sound and Vibration 325 45 2009 1012 1022
    • (2009) Journal of Sound and Vibration , vol.325 , Issue.45 , pp. 1012-1022
    • Challamel, N.1
  • 14
    • 34248671953 scopus 로고    scopus 로고
    • Direct stiffness analysis of a composite beam-column element with partial interaction
    • DOI 10.1016/j.compstruc.2006.11.031, PII S0045794906004019
    • G. Ranzi, and M.A. Bradford Direct stiffness analysis of a composite beam-column element with partial interaction Computers and Structures 85 1516 2007 1206 1214 (Pubitemid 46776812)
    • (2007) Computers and Structures , vol.85 , Issue.15-16 , pp. 1206-1214
    • Ranzi, G.1    Bradford, M.A.2
  • 15
    • 35548966229 scopus 로고    scopus 로고
    • A steel-concrete composite beam model with partial interaction including the shear deformability of the steel component
    • DOI 10.1016/j.engstruct.2007.02.007, PII S0141029607000909
    • G. Ranzi, and A. Zona A steel-concrete composite beam model with partial interaction including the shear deformability of the steel component Engineering Structures 29 11 2007 3026 3041 (Pubitemid 350000986)
    • (2007) Engineering Structures , vol.29 , Issue.11 , pp. 3026-3041
    • Ranzi, G.1    Zona, A.2
  • 16
    • 52749089128 scopus 로고    scopus 로고
    • Locking problems in the partial interaction analysis of multi-layered composite beams
    • G. Ranzi Locking problems in the partial interaction analysis of multi-layered composite beams Engineering Structures 30 10 2008 2900 2911
    • (2008) Engineering Structures , vol.30 , Issue.10 , pp. 2900-2911
    • Ranzi, G.1
  • 17
    • 77950338227 scopus 로고    scopus 로고
    • A geometric nonlinear model for composite beams with partial interaction
    • G. Ranzi, A. Dall'Asta, L. Ragini, and A. Zona A geometric nonlinear model for composite beams with partial interaction Engineering Structures 32 5 2010 1384 1396
    • (2010) Engineering Structures , vol.32 , Issue.5 , pp. 1384-1396
    • Ranzi, G.1    Dall'Asta, A.2    Ragini, L.3    Zona, A.4
  • 19
    • 34248207244 scopus 로고    scopus 로고
    • Locking-free two-layer Timoshenko beam element with interlayer slip
    • DOI 10.1016/j.finel.2007.03.002, PII S0168874X07000364
    • S. Schnabl, M. Saje, G. Turk, and I. Planinc Locking-free two-layer Timoshenko beam element with interlayer slip Finite Elements in Analysis and Design 43 2007 705 714 (Pubitemid 46719439)
    • (2007) Finite Elements in Analysis and Design , vol.43 , Issue.9 , pp. 705-714
    • Schnabl, S.1    Saje, M.2    Turk, G.3    Planinc, I.4
  • 20
    • 34248529995 scopus 로고    scopus 로고
    • Analytical solution of two-layer beam taking into account interlayer slip and shear deformation
    • DOI 10.1061/(ASCE)0733-9445(2007)133:6(886)
    • S. Schnabl, M. Saje, G. Turk, and I. Planinc Analytical solution of twolayer beam taking into account interlayer slip and shear deformation Journal of Structural Engineering ASCE 133 6 2007 886 894 (Pubitemid 46753515)
    • (2007) Journal of Structural Engineering , vol.133 , Issue.6 , pp. 886-894
    • Schnabl, S.1    Saje, M.2    Turk, G.3    Planinc, I.4
  • 21
    • 54949122136 scopus 로고    scopus 로고
    • Numerical and experimental analysis of timber composite beams with interlayer slip
    • I. Planinc, S. Schnabl, M. Saje, J. Lopati, and B. Čas Numerical and experimental analysis of timber composite beams with interlayer slip Engineering Structures 30 11 2008 2959 2969
    • (2008) Engineering Structures , vol.30 , Issue.11 , pp. 2959-2969
    • Planinc, I.1    Schnabl, S.2    Saje, M.3    Lopati, J.4    Čas, B.5
  • 22
    • 77956341408 scopus 로고    scopus 로고
    • The influence of boundary conditions and axial deformability on buckling behavior of two-layer composite columns with interlayer slip
    • S. Schnabl, and I. Planinc The influence of boundary conditions and axial deformability on buckling behavior of two-layer composite columns with interlayer slip Engineering Structures 32 10 2010 3103 3111
    • (2010) Engineering Structures , vol.32 , Issue.10 , pp. 3103-3111
    • Schnabl, S.1    Planinc, I.2
  • 23
    • 33750709273 scopus 로고    scopus 로고
    • Two-dimensional analytical solutions of simply supported composite beams with interlayer slips
    • DOI 10.1016/j.ijsolstr.2006.04.027, PII S0020768306001375
    • R. Xu, and Y. Wu Two-dimensional analytical solutions of simply supported composite beams with interlayer slips International Journal of Solids and Structures 44 2007 165 175 (Pubitemid 44709734)
    • (2007) International Journal of Solids and Structures , vol.44 , Issue.1 , pp. 165-175
    • Xu, R.1    Wu, Y.-F.2
  • 24
    • 0027574144 scopus 로고
    • Composite beam-columns with interlayer slip-exact analysis
    • U.A. Girhammar, and V.K.A. Gopu Composite beam-columns with interlayer slip-exact analysis Journal of Structural Engineering 119 4 1993 1265 1282
    • (1993) Journal of Structural Engineering , vol.119 , Issue.4 , pp. 1265-1282
    • Girhammar, U.A.1    Gopu, V.K.A.2
  • 25
    • 33751206208 scopus 로고    scopus 로고
    • Exact static analysis of partially composite beams and beam-columns
    • DOI 10.1016/j.ijmecsci.2006.07.005, PII S0020740306001512
    • U.A. Girhammar, and D.H. Pan Exact static analysis of partially composite beams and beam-columns International Journal of Mechanical Sciences 49 2 2007 239 255 (Pubitemid 44793148)
    • (2007) International Journal of Mechanical Sciences , vol.49 , Issue.2 , pp. 239-255
    • Girhammar, U.A.1    Pan, D.H.2
  • 26
    • 33750632438 scopus 로고    scopus 로고
    • Free vibrations of the partial-interaction composite members with axial force
    • DOI 10.1016/j.jsv.2006.08.008, PII S0022460X06006134
    • R. Xu, and Y. Wu Free vibrations of the partial-interaction composite members with axial force Journal of Sound and Vibration 299 2007 1074 1093 (Pubitemid 44692275)
    • (2007) Journal of Sound and Vibration , vol.299 , Issue.4-5 , pp. 1074-1093
    • Wu, Y.-F.1    Xu, R.2    Chen, W.3
  • 27
    • 41549148620 scopus 로고    scopus 로고
    • Free vibration and buckling of composite beams with interlayer slip by two-dimensional theory
    • R. Xu, and Y. Wu Free vibration and buckling of composite beams with interlayer slip by two-dimensional theory Journal of Sound and Vibration 313 2008 875 890
    • (2008) Journal of Sound and Vibration , vol.313 , pp. 875-890
    • Xu, R.1    Wu, Y.2
  • 28
    • 0002989982 scopus 로고
    • Buckling behaviour of layered wood columns
    • H.Y. Rassam, and J.R. Goodman Buckling behaviour of layered wood columns Wood Science 2 4 1970 238 246
    • (1970) Wood Science , vol.2 , Issue.4 , pp. 238-246
    • Rassam, H.Y.1    Goodman, J.R.2
  • 30
    • 0019930996 scopus 로고
    • ARGUMENTS FOR AND AGAINST ENGESSER'S BUCKLING FORMULAS
    • H. Ziegler Arguments for and against Engesser's buckling formulas Ingenieur-Archiv 52 1982 105 113 (Pubitemid 12534948)
    • (1982) Ingenieur-Archiv , vol.52 , Issue.1 , pp. 105-113
    • Ziegler Hans1
  • 31
    • 0019937807 scopus 로고
    • SOME REMARKS ON THE PROBLEM OF COLUMN BUCKLING
    • E. Reissner Some remarks on the problem of column buckling Ingenieur-Archiv 52 1982 115 119 (Pubitemid 12534947)
    • (1982) Ingenieur-Archiv , vol.52 , Issue.1 , pp. 115-119
    • Reissner, E.1
  • 33
    • 0028466365 scopus 로고
    • The effect of shear deformation on the critical buckling of columns
    • J.R. Banerjee, and F.W. Williams The effect of shear deformation on the critical buckling of columns Journal of Sound and Vibration 174 5 1994 607 616
    • (1994) Journal of Sound and Vibration , vol.174 , Issue.5 , pp. 607-616
    • Banerjee, J.R.1    Williams, F.W.2
  • 36
    • 24744436430 scopus 로고    scopus 로고
    • Sandwich buckling formulas and applicability of standard computational algorithm for finite strain
    • Z.P. Baant, and A. Beghini Sandwich buckling formulas and applicability of standard computational algorithm for finite strain Composites: Part B 35 2004 573 581
    • (2004) Composites: Part B , vol.35 , pp. 573-581
    • Baant, Z.P.1    Beghini, A.2
  • 37
    • 31544449160 scopus 로고    scopus 로고
    • Stability and finite strain of homogenized structures soft in shear: Sandwich or fiber composites, and layered bodies
    • DOI 10.1016/j.ijsolstr.2005.03.060, PII S0020768305001812
    • Z.P. Baant, and A. Beghini Stability and strain of homogenized structures soft in shear: sandwich or fiber composites, and layered bodies International Journal of Solids and Structures 43 2006 1571 1593 (Pubitemid 43153788)
    • (2006) International Journal of Solids and Structures , vol.43 , Issue.6 , pp. 1571-1593
    • Bazant, Z.P.1    Beghini, A.2
  • 39
    • 0030836324 scopus 로고    scopus 로고
    • Buckling of moderately thick orthotropic columns: Comparison of an elasticity solution with the Euler and Engesser/Haringx/Timoshenko formulae
    • PII S0020768396000200
    • G.A. Kardomateas, and D.S. Dancila Buckling of moderately thick orthotropic columns: comparison of an elasticity solution with the Euler and Engesser/Haringx/Timoshenko formulae International Journal of Solids and Structures 34 3 1997 341 357 (Pubitemid 127423863)
    • (1997) International Journal of Solids and Structures , vol.34 , Issue.3 , pp. 341-357
    • Kardomateas, G.A.1    Dancila, D.S.2
  • 40
    • 77955239416 scopus 로고    scopus 로고
    • Shear in structural stability: On the EngesserHaringx discord
    • J. Blaauwendraad Shear in structural stability: on the EngesserHaringx discord Journal of Applied Mechanics 77 3 2010 031005 10.1115/1.3197142 (8 pages)
    • (2010) Journal of Applied Mechanics , vol.77 , Issue.3 , pp. 031005
    • Blaauwendraad, J.1
  • 41
    • 0000045058 scopus 로고
    • Die Knickfestigkeit gerader Stabe
    • F. Engesser Die Knickfestigkeit gerader Stabe Zentralblatt der Bauverwaltung 11 1891 483 486 (in German)
    • (1891) Zentralblatt der Bauverwaltung , vol.11 , pp. 483-486
    • Engesser, F.1
  • 43
    • 34948840995 scopus 로고    scopus 로고
    • Static, dynamic, and buckling analysis of partial interaction composite members using Timoshenko's beam theory
    • DOI 10.1016/j.ijmecsci.2007.02.006, PII S0020740307000240
    • R. Xu, and Y. Wu Static, dynamic, and buckling analysis of partial interaction composite members using Timoshenko's beam theory International Journal of Mechanical Sciences 49 10 2007 1139 1155 (Pubitemid 47531796)
    • (2007) International Journal of Mechanical Sciences , vol.49 , Issue.10 , pp. 1139-1155
    • Xu, R.1    Wu, Y.2
  • 44
    • 33845582934 scopus 로고    scopus 로고
    • Large deflections of laminated beams with interlayer slips: Part 1: Model development
    • DOI 10.1108/02644400710718556
    • P. Krawczyk, F. Frey, and A.P. Zielinski Large deflections of laminated beams with interlayer slips: Part 1: model development Engineering Computations 24 1 2007 17 32 (Pubitemid 44936198)
    • (2007) Engineering Computations (Swansea, Wales) , vol.24 , Issue.1 , pp. 17-32
    • Krawczyk, P.1    Frey, F.2    Zielinski, A.P.3
  • 45
    • 33845586819 scopus 로고    scopus 로고
    • Large deflections of laminated beams with interlayer slips: Part 2: Finite element development
    • DOI 10.1108/02644400710718565
    • P. Krawczyk, and B. Rebora Large deflections of laminated beams with interlayer slips: Part 2: finite element development Engineering Computations 24 1 2007 33 51 (Pubitemid 44936199)
    • (2007) Engineering Computations (Swansea, Wales) , vol.24 , Issue.1 , pp. 33-51
    • Krawczyk, P.1    Rebora, B.2
  • 46
    • 0032715851 scopus 로고    scopus 로고
    • A consistent equilibrium in a cross-section of an elasticplastic beam
    • B. Vratanar, and M. Saje A consistent equilibrium in a cross-section of an elasticplastic beam International Journal of Solids and Structures 36 1999 311 337
    • (1999) International Journal of Solids and Structures , vol.36 , pp. 311-337
    • Vratanar, B.1    Saje, M.2
  • 47
    • 0000314657 scopus 로고
    • On one-dimensional finite-strain beam theory: The plane problem
    • E. Reissner On one-dimensional finite-strain beam theory: the plane problem Journal of Applied Mechanics and Physics (ZAMP) 23 1972 795 804
    • (1972) Journal of Applied Mechanics and Physics (ZAMP) , vol.23 , pp. 795-804
    • Reissner, E.1
  • 49
    • 0032754433 scopus 로고    scopus 로고
    • A quadratically convergent algorithm for the computation of stability points: The application of the determinant of the tangent stiffness matrix
    • I. Planinc, and M. Saje A quadratically convergent algorithm for the computation of stability points: the application of the determinant of the tangent stiffness matrix Computer Methods in Applied Mechanics and Engineering 169 1999 89 105
    • (1999) Computer Methods in Applied Mechanics and Engineering , vol.169 , pp. 89-105
    • Planinc, I.1    Saje, M.2
  • 50
    • 0007653595 scopus 로고
    • The shear coefficient in Timoshenko's beam theory
    • G.R. Cowper The shear coefficient in Timoshenko's beam theory Journal of Applied Mechanics 33 2 1966 335 340
    • (1966) Journal of Applied Mechanics , vol.33 , Issue.2 , pp. 335-340
    • Cowper, G.R.1
  • 51
    • 0037325671 scopus 로고    scopus 로고
    • On the existence and uniqueness of the generalized solution of the Reissner's elastica
    • R. Flajs, M. Saje, and E. Zakrajek On the existence and uniqueness of the generalized solution of the Reissner's elastica Mathematics and Mechanics of Solids 8 2003 3 19
    • (2003) Mathematics and Mechanics of Solids , vol.8 , pp. 3-19
    • Flajs, R.1    Saje, M.2    Zakrajek, E.3


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.