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Volumn 40, Issue 3, 1997, Pages 423-437

Equilibrium based iterative solutions for the non-linear beam problem

Author keywords

Beam element algorithms; Finite element analysis; Mixed approaches; Non linear; Solution strategies

Indexed keywords

BEAMS AND GIRDERS; BENDING STRENGTH; FINITE ELEMENT METHOD; INTEGRAL EQUATIONS; STIFFNESS; STRAIN; STRUCTURAL ANALYSIS;

EID: 0031078310     PISSN: 00295981     EISSN: None     Source Type: Journal    
DOI: 10.1002/(SICI)1097-0207(19970215)40:3<423::AID-NME72>3.0.CO;2-H     Document Type: Article
Times cited : (61)

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    • A flexibility based 3-dimensional fiber beam element
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    • (1994) 8th Conv. Ita. Di Mecc. Comp. , pp. 50-55
    • Petrangeli, M.1    Ciampi, V.2
  • 7
    • 0021497441 scopus 로고
    • Rational approach for assumed stress finite elements
    • T. H. H. Pian and K. Sumihara, 'Rational approach for assumed stress finite elements', Int. j. numer. methods eng., 20, 1685-1695 (1985).
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  • 8
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    • A class of mixed assumed strain method and the method of incompatible modes
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  • 9
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    • Corradi, L.1
  • 11
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    • Mixed formulation of nonlinear beam element
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    • Spacone, E.1    Ciampi, V.2    Filippou, F.C.3
  • 12
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    • Consistent linearization in mechanics of solids and structures
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* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.