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Volumn 66, Issue 5, 1998, Pages 704-709

A new arc-length method for handling sharp snap-backs

Author keywords

[No Author keywords available]

Indexed keywords

ALGORITHMS; COMPUTATIONAL METHODS; CONSTRAINT THEORY; CONVERGENCE OF NUMERICAL METHODS; CRACK PROPAGATION; FAILURE ANALYSIS; ITERATIVE METHODS;

EID: 0032021268     PISSN: 00457949     EISSN: None     Source Type: Journal    
DOI: 10.1016/s0045-7949(97)00077-1     Document Type: Article
Times cited : (110)

References (13)
  • 1
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    • University of Capetown Printing Department, South Africa, ed. D. Lanksch. University of Capetown Printing Department, South Africa
    • Crisfield M. A. and Hellweg H.-B., Some recent work with Reinforced Concrete and other Composite Materials, University of Capetown Printing Department, South Africa, Vol. 1, ed. D. Lanksch. University of Capetown Printing Department, South Africa, 1995, pp. 106-122.
    • (1995) Some Recent Work with Reinforced Concrete and Other Composite Materials , vol.1 , pp. 106-122
    • Crisfield, M.A.1    Hellweg, H.-B.2
  • 4
    • 0019262099 scopus 로고
    • A fast incremental/iterative solution procedure that handles snap through
    • Crisfield, M. A. A fast incremental/iterative solution procedure that handles snap through. Computers & Structures, 1981, 13, 55-62.
    • (1981) Computers & Structures , vol.13 , pp. 55-62
    • Crisfield, M.A.1
  • 5
    • 0041664730 scopus 로고
    • Computation of post-bifurcation and post-failure behaviour of strain-softening solids
    • De Borst, R. Computation of post-bifurcation and post-failure behaviour of strain-softening solids. Computers & Structures, 1987, 25, 823-829.
    • (1987) Computers & Structures , vol.25 , pp. 823-829
    • De Borst, R.1
  • 7
    • 0042666630 scopus 로고
    • A local arc-length procedure for strain softening
    • ed. Geotechnical Engineering Group, Department of Mechanical Engineering Manchester and UK
    • Duan Y. and May I. M., A local arc-length procedure for strain softening. ACME Proc. Computational Mechanics in UK - 1994, ed. Geotechnical Engineering Group, Department of Mechanical Engineering Manchester and UK. 1994, pp. 65-68.
    • (1994) ACME Proc. Computational Mechanics in UK - 1994 , pp. 65-68
    • Duan, Y.1    May, I.M.2
  • 8
    • 0015160878 scopus 로고
    • Discrete approximations related to nonlinear theories of solids
    • Wempner, G. A. Discrete approximations related to nonlinear theories of solids. International Journal of Solids and Structures, 1971, 7, 1581-1599.
    • (1971) International Journal of Solids and Structures , vol.7 , pp. 1581-1599
    • Wempner, G.A.1
  • 9
    • 0018525973 scopus 로고
    • Solution algorithms for nonlinear structural problems
    • Bergan, P. G. Solution algorithms for nonlinear structural problems. Computers & Structures, 1980, 12, 497-510.
    • (1980) Computers & Structures , vol.12 , pp. 497-510
    • Bergan, P.G.1
  • 10
    • 0018297939 scopus 로고
    • An incremental approach to the solution of snapping and buckling problems
    • Riks, E. An incremental approach to the solution of snapping and buckling problems. International Journal of Solids and Structures, 1979, 15, 524-551.
    • (1979) International Journal of Solids and Structures , vol.15 , pp. 524-551
    • Riks, E.1
  • 11
    • 0003158778 scopus 로고
    • Strategies for tracing non-linear responses near limit points
    • ed. W. Wunderlich, E. Stein and K. J. Bathe. Springer, Berlin
    • Ramm E., Strategies for tracing non-linear responses near limit points. In Non-linear Finite Element Analysis in Structural Mechanics, ed. W. Wunderlich, E. Stein and K. J. Bathe. Springer, Berlin, 1981.
    • (1981) Non-linear Finite Element Analysis in Structural Mechanics
    • Ramm, E.1
  • 12
    • 0011424547 scopus 로고
    • Numerical analysis of continuation methods for nonlinear structural problems
    • Rheinboldt, W. C. Numerical analysis of continuation methods for nonlinear structural problems. Computers & Structures, 1981, 13, 103-113.
    • (1981) Computers & Structures , vol.13 , pp. 103-113
    • Rheinboldt, W.C.1


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.