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Volumn 14, Issue 1, 1998, Pages 51-58

A user-controlled arc-length method for convergence to predefined deformation states

Author keywords

Accumulated arc length control; Arc length method; Convergence; Non linear analysis; Predefined deformation states; User control

Indexed keywords

CONVERGENCE OF NUMERICAL METHODS; DEFLECTION (STRUCTURES); DEFORMATION; NONLINEAR CONTROL SYSTEMS; STRESS ANALYSIS; STRUCTURAL LOADS;

EID: 0031649555     PISSN: 10698299     EISSN: None     Source Type: Journal    
DOI: 10.1002/(SICI)1099-0887(199801)14:1<51::AID-CNM130>3.0.CO;2-L     Document Type: Article
Times cited : (10)

References (9)
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  • 2
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  • 3
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    • Ramm, E.1
  • 4
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  • 6
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    • A generalized numerical procedure for nonlinear analysis of frames exhibiting a limit or a bifurcation point
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    • Chan, S.L.1
  • 7
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    • Post-collapse bifurcation analysis of shells of revolution by the accumulated arc-length method
    • J. G. Teng and Y. F. Luo, 'Post-collapse bifurcation analysis of shells of revolution by the accumulated arc-length method', Int. J. Numer. Methods Eng., 40(13), 2369-2383 (1997).
    • (1997) Int. J. Numer. Methods Eng. , vol.40 , Issue.13 , pp. 2369-2383
    • Teng, J.G.1    Luo, Y.F.2
  • 8
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    • Elastic-plastic large deflection analysis of axisymmetric shells
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  • 9
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    • Non-symmetric bifurcation of geometrically non-linear elastic-plastic axisymmetric shells subject to combined loads including torsion
    • J. G. Teng and J. M. Rotter, 'Non-symmetric bifurcation of geometrically non-linear elastic-plastic axisymmetric shells subject to combined loads including torsion', Comput. Struct., 32(2), 453-477 (1989).
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    • Teng, J.G.1    Rotter, J.M.2


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.