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Volumn 4, Issue 1, 2004, Pages 21-43

Postbuckling behavior of beams on two-parameter elastic foundation

Author keywords

Critical load; Nonlinear element; Postbuckling behavior; Shear deformation; Two parameter foundation

Indexed keywords

ELASTIC MODULI; FOUNDATIONS; ITERATIVE METHODS; PARAMETER ESTIMATION; PRODUCT DESIGN; SHEAR DEFORMATION; STRAIN; STRUCTURAL LOADS; VECTORS;

EID: 10444231881     PISSN: 14658763     EISSN: None     Source Type: Journal    
DOI: None     Document Type: Article
Times cited : (15)

References (27)
  • 2
    • 0021940582 scopus 로고
    • Exact stiffness matrix for beams on elastic foundation
    • M. Eisenberger and D. Z. Yankelevsky, Exact stiffness matrix for beams on elastic foundation, Comput. Struct. 21 (1985) 1355-1359.
    • (1985) Comput. Struct. , vol.21 , pp. 1355-1359
    • Eisenberger, M.1    Yankelevsky, D.Z.2
  • 3
    • 0024139685 scopus 로고
    • Horizontally curved isoparametric beam element with or without elastic foundation including effect of shear deformation
    • S. Dasgupta and D. Sengupta, Horizontally curved isoparametric beam element with or without elastic foundation including effect of shear deformation, Comput. Struct. 29 (1988) 967-973.
    • (1988) Comput. Struct. , vol.29 , pp. 967-973
    • Dasgupta, S.1    Sengupta, D.2
  • 4
    • 0020944042 scopus 로고
    • Beam elements on two-parameter elastic foundations
    • Z. Feng and R. D. Cook, Beam elements on two-parameter elastic foundations, J. Eng. Mech. ASCE 109 (1983) 1390-1402.
    • (1983) J. Eng. Mech. ASCE , vol.109 , pp. 1390-1402
    • Feng, Z.1    Cook, R.D.2
  • 5
    • 0025839308 scopus 로고
    • Exact analysis of beams on two-parameter elastic foundations
    • A. G. Razaqpur and K. R. Shah, Exact analysis of beams on two-parameter elastic foundations, Int. J. Solids Struct. 27 (1991) 435-454.
    • (1991) Int. J. Solids Struct. , vol.27 , pp. 435-454
    • Razaqpur, A.G.1    Shah, K.R.2
  • 6
    • 0030313978 scopus 로고    scopus 로고
    • Tapered thin open section beams on elastic foundation -I. Buckling analysis
    • G. P. Dube and P. C. Dumir, Tapered thin open section beams on elastic foundation -I. Buckling analysis, Comput. Struct. 61 (1996) 845-857.
    • (1996) Comput. Struct. , vol.61 , pp. 845-857
    • Dube, G.P.1    Dumir, P.C.2
  • 7
    • 0040711833 scopus 로고
    • Stability behaviour of uniform columns on a class of two parameter elastic foundation
    • N. R. Naidu and G. V. Rao, Stability behaviour of uniform columns on a class of two parameter elastic foundation, Comput. Struct. 57 (1995) 551-553.
    • (1995) Comput. Struct. , vol.57 , pp. 551-553
    • Naidu, N.R.1    Rao, G.V.2
  • 8
    • 0030105335 scopus 로고    scopus 로고
    • Free vibration and stability behaviour of uniform beams and columns on nonlinear elastic foundation
    • N. R. Naidu and G. V. Rao, Free vibration and stability behaviour of uniform beams and columns on nonlinear elastic foundation, Comput. Struct. 58 (1996) 1213-1215.
    • (1996) Comput. Struct. , vol.58 , pp. 1213-1215
    • Naidu, N.R.1    Rao, G.V.2
  • 11
    • 0036685716 scopus 로고    scopus 로고
    • A critical review on idealization and modeling for interaction among soil-foundation-structure system
    • S. C. Dutta and R. Roy, A critical review on idealization and modeling for interaction among soil-foundation-structure system, Comput. Struct. 80 (2002) 1579-1594.
    • (2002) Comput. Struct. , vol.80 , pp. 1579-1594
    • Dutta, S.C.1    Roy, R.2
  • 13
    • 0031102494 scopus 로고    scopus 로고
    • Initial post-buckling behavior of piles partially embedded in soil
    • B. B. Budkowska and C. Szymczak, Initial post-buckling behavior of piles partially embedded in soil, Comput. Struct. 62 (1997) 831-835.
    • (1997) Comput. Struct. , vol.62 , pp. 831-835
    • Budkowska, B.B.1    Szymczak, C.2
  • 14
    • 0033359548 scopus 로고    scopus 로고
    • Nonlinear free flexural vibrations/post-buckling analysis of laminated orthotropic beams/columns on a two parameter elastic foundation
    • B. P. Patel, M. Ganapathi and M. Touratier, Nonlinear free flexural vibrations/post-buckling analysis of laminated orthotropic beams/columns on a two parameter elastic foundation, Comp. Struct. 46 (1999) 189-196.
    • (1999) Comp. Struct. , vol.46 , pp. 189-196
    • Patel, B.P.1    Ganapathi, M.2    Touratier, M.3
  • 15
    • 0038659041 scopus 로고    scopus 로고
    • Large-amplitude free vibrations of uniform beams on Pasternak foundation
    • G. V. Rao, Large-amplitude free vibrations of uniform beams on Pasternak foundation, J. Sound Vib. 263 (2003) 954-960.
    • (2003) J. Sound Vib. , vol.263 , pp. 954-960
    • Rao, G.V.1
  • 16
    • 0038948684 scopus 로고
    • Bifurcation problems in non-linearly elastic structures
    • ed. P. H. Rabinowitz (Academic Press, New York)
    • S. S. Antman, Bifurcation problems in non-linearly elastic structures, in Application of Bifurcation Theory, ed. P. H. Rabinowitz (Academic Press, New York, 1977).
    • (1977) Application of Bifurcation Theory
    • Antman, S.S.1
  • 19
    • 0029378523 scopus 로고
    • Element behavior in post-critical plane frame analysis
    • C. Pacoste and A. Eriksson, Element behavior in post-critical plane frame analysis, Comput. Meth. Appl. Mech. Eng. 125 (1995) 319-343.
    • (1995) Comput. Meth. Appl. Mech. Eng. , vol.125 , pp. 319-343
    • Pacoste, C.1    Eriksson, A.2
  • 21
    • 0031248593 scopus 로고    scopus 로고
    • On locking-free shear deformable beam finite elements
    • J. N. Reddy, On locking-free shear deformable beam finite elements, Comput. Meth. Appl. Mech. Eng. 149 (1997) 113-132.
    • (1997) Comput. Meth. Appl. Mech. Eng. , vol.149 , pp. 113-132
    • Reddy, J.N.1
  • 24
    • 0030567050 scopus 로고    scopus 로고
    • Computing critical points and secondary paths in nonlinear structural stability analysis by the finite element method
    • J. Shi, Computing critical points and secondary paths in nonlinear structural stability analysis by the finite element method, Comput. Struct. 58 (1996) 203-220.
    • (1996) Comput. Struct. , vol.58 , pp. 203-220
    • Shi, J.1
  • 26
    • 0019262099 scopus 로고
    • A fast incremental/iterative solution procedure that handles "snap-through"
    • M. A. Crisfield, A fast incremental/iterative solution procedure that handles "snap-through", Comput. Struct. 13 (1981) 55-62.
    • (1981) Comput. Struct. , vol.13 , pp. 55-62
    • Crisfield, M.A.1


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.