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Volumn 13, Issue 12, 1997, Pages 987-997

Analysis of large displacements and large rotations of three-dimensional beams by using small strains and unit vectors

Author keywords

Co rotational formulation; Large displacements and large rotations of beam; Three dimensional rotations; Unit vectors of cross sections

Indexed keywords

CONSTRAINT THEORY; CONVERGENCE OF NUMERICAL METHODS; ERROR ANALYSIS; ITERATIVE METHODS; PROBLEM SOLVING; ROTATION; STRAIN; VECTORS;

EID: 0031375396     PISSN: 10698299     EISSN: None     Source Type: Journal    
DOI: 10.1002/(SICI)1099-0887(199712)13:12<987::AID-CNM116>3.0.CO;2-N     Document Type: Article
Times cited : (9)

References (9)
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  • 2
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  • 3
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  • 4
    • 0025468397 scopus 로고
    • Consistent co-rotational formulation for non-linear, three-dimensional, beamelements
    • M. A. Crisfield, 'consistent co-rotational formulation for non-linear, three-dimensional, beamelements', Comput. Methods Appl. Mech. Eng., 81, 131-150 (1990).
    • (1990) Comput. Methods Appl. Mech. Eng. , vol.81 , pp. 131-150
    • Crisfield, M.A.1
  • 5
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    • Tangent stiffness in space frames
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  • 6
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    • An accelerated iterative method for contact analysis
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  • 7
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  • 8
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    • Large displacement analysis of three-dimensional beam structures
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  • 9
    • 0030083846 scopus 로고    scopus 로고
    • Weak-weak formulation for large displacements beam statics: A finite volume approximation
    • C. G. Franchi and F. Montelaghi, 'weak-weak formulation for large displacements beam statics: a finite volume approximation', Int. j. numer. methods eng., 39, 585-604 (1996).
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    • Franchi, C.G.1    Montelaghi, F.2


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.