Geometrically non-linear and elastoplastic three-dimensional shear flexible beam element of von-mises-type hardening material

International Journal for Numerical Methods in Engineering

Volumn 39, Issue 3, 1996, Pages 383-408

  Park, M S ^a   Lee, B C ^b  

^a Daewoo Heavy Industries Ltd   (South Korea)

^b Korea Advanced Institute of Science and Technology (KAIST)   (South Korea)

Author keywords

Beam element; Continuation method; J; Material formulation; Multistep integration; Plasticity

Indexed keywords

ALGORITHMS; BUCKLING; ELASTIC MODULI; ELASTOPLASTICITY; FLEXIBLE STRUCTURES; GEOMETRY; HARDENING; INTEGRATION; MATHEMATICAL MODELS; SHEAR STRENGTH; STIFFNESS MATRIX; THREE DIMENSIONAL;

DEFORMATIONAL STRAIN; DISPLACEMENT; ELASTOPLASTIC CONSTITUTIVE EQUATION; HARDENING MATERIAL; MATERIAL FORMULATION; MATERIAL TANGENT STIFFNESS MATRIX; MULTISTEP INTEGRATION;

BEAMS AND GIRDERS;

EID: 0030081811     PISSN: 00295981     EISSN: None     Source Type: Journal    
DOI: 10.1002/(SICI)1097-0207(19960215)39:3<383::AID-NME859>3.0.CO;2-F     Document Type: Article

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