Large deflection elasto-plastic analysis of frames using the weak-form quadrature element method

Finite Elements in Analysis and Design

Volumn 50, Issue , 2012, Pages 125-133

  He, Rui ^a   Zhong, Hongzhi ^a  

^a TSINGHUA UNIVERSITY   (China)

Author keywords

Distributed plasticity; Fiber section model; Force based beam element; High order finite element; Large deflection; Weak form quadrature element

Indexed keywords

A-FRAMES; BEAM ELEMENTS; CONVERGENCE RATES; ELASTO-PLASTIC ANALYSIS; ELEMENT METHOD; HIGH-ORDER; INTERNAL DEGREES OF FREEDOM; INTERNAL FORCES; LARGE DEFLECTION; NON-UNIFORMLY DISTRIBUTED LOAD; NONLINEAR RELATIONS; NUMERICAL EXAMPLE; SECTION MODEL; VARYING CROSS SECTION; WEAK-FORM QUADRATURE ELEMENT;

CONVERGENCE OF NUMERICAL METHODS; ELASTOPLASTICITY; NUMERICAL ANALYSIS; PLASTICITY;

DEFLECTION (STRUCTURES);

EID: 84155167143     PISSN: 0168874X     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.finel.2011.09.003     Document Type: Article

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