Flexibility-based large increment method for analysis of elastic-perfectly plastic beam structures

Computers and Structures

Volumn 83, Issue 28-30 SPEC. ISS., 2005, Pages 2453-2462

  Barham, W S ^a   Aref, A J ^a   Dargush, G F ^a  

^a the State University of New York   (United States)

Author keywords

Beam element; Displacement method; Fully plastic; Generalized inverse; Large increment method (LIM); Nonlinear analysis; Step by step

Indexed keywords

BEAMS AND GIRDERS; COMPUTATIONAL METHODS; ELASTICITY; ELASTOPLASTICITY; FINITE ELEMENT METHOD; NONLINEAR SYSTEMS; PROBLEM SOLVING;

BEAM ELEMENT; DISPLACEMENT METHOD; FULLY-PLASTIC; GENERALIZED INVERSE; LARGE INCREMENT METHOD (LIM); NONLINEAR ANALYSIS; STEP-BY-STEP;

STRUCTURAL ANALYSIS;

EID: 25644457789     PISSN: 00457949     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.compstruc.2005.03.037     Document Type: Conference Paper

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