A modified iteration technique in nonlinear finite element analysis with unloading

ICIC Express Letters, Part B: Applications

Volumn 6, Issue 4, 2015, Pages 1075-1082

  Yang, Hsi Chi ^a  

^a CHUNG HUA UNIVERSITY   (Taiwan)

Author keywords

Constant stiffness method; Finite element analysis; Nonlinear; Tangent stiffness method

Indexed keywords

ELASTOPLASTICITY; ITERATIVE METHODS; NONLINEAR ANALYSIS; SOIL STRUCTURE INTERACTIONS; STIFFNESS; STIFFNESS MATRIX; UNLOADING;

CONSTANT STIFFNESS METHOD; ELASTIC-PLASTIC PROBLEM; FINITE ELEMENT PROGRAMS; INCREMENTAL FINITE ELEMENT ANALYSIS; NON-LINEAR FINITE-ELEMENT ANALYSIS; NONLINEAR; TANGENT STIFFNESS MATRIX; TANGENT STIFFNESS METHOD;

FINITE ELEMENT METHOD;

EID: 84924541737     PISSN: 21852766     EISSN: None     Source Type: Journal    
DOI: None     Document Type: Article

References (14)

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