Finite element modelling of anisotropic elasto-plastic timber composite beams with openings

Engineering Structures

Volumn 31, Issue 2, 2009, Pages 394-403

  Guan, Z W ^a   Zhu, E C ^b  

^a UNIVERSITY OF LIVERPOOL   (United Kingdom)

^b HARBIN INSTITUTE OF TECHNOLOGY   (China)

Author keywords

Anisotropic; Composite timber beam; Finite element; Interaction; Orthotropic; OSB; User subroutine; Web opening

Indexed keywords

ANISOTROPY; BEAMS AND GIRDERS; COMPOSITE BEAMS AND GIRDERS; CONSTITUTIVE EQUATIONS; CRACKING (CHEMICAL); ELASTOPLASTICITY; FLOW INTERACTIONS; LOGGING (FORESTRY); POLYMER MATRIX COMPOSITES; TIMBER; WOODEN BEAMS AND GIRDERS;

ANISOTROPIC; COMPOSITE TIMBER BEAM; FINITE ELEMENT; INTERACTION; ORTHOTROPIC; OSB; USER SUBROUTINE; WEB OPENING;

FINITE ELEMENT METHOD;

ANISOTROPY; COMPOSITE; CONSTITUTIVE EQUATION; CORRELATION; CRACK PROPAGATION; ELASTOPLASTICITY; FAILURE MECHANISM; FINITE ELEMENT METHOD; NUMERICAL MODEL;

EID: 57749177707     PISSN: 01410296     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.engstruct.2008.09.007     Document Type: Article

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