Efficient finite element modelling of timber beams strengthened with bonded fibre reinforced polymers

Construction and Building Materials

Volumn 25, Issue 8, 2011, Pages 3291-3300

  Valipour, Hamid R ^a   Crews, Keith ^a  

^a UNIVERSITY OF TECHNOLOGY SYDNEY   (Australia)

Author keywords

Fibre reinforced polymer; Flexibility formulation; Shear slip; Timber beam

Indexed keywords

APPLIED LOADS; CENTRAL DIFFERENCE METHOD; DEVELOPED MODEL; ELEMENT FORMULATION; EXTERNALLY BONDED; FIBRE REINFORCED POLYMERS; FINITE ELEMENT MODELLING; FINITE ELEMENTS; FLEXIBILITY FORMULATION; FRP BAR; INTEGRATION SCHEME; LOAD CARRYING CAPACITIES; LOADING CAPACITIES; MID-SPAN DEFLECTION; NEAR SURFACE MOUNTED; NOVEL METHODS; PARAMETRIC STUDY; PRACTICAL USE; SHEAR-SLIP; SIMPSON; SIMULATED RESPONSE; TIMBER BEAM;

COMPUTER SIMULATION; FIBER REINFORCED PLASTICS; FIBERS; POLYMERS; REINFORCED PLASTICS; TIMBER; WOODEN BEAMS AND GIRDERS;

TENSILE STRENGTH;

EID: 79955639156     PISSN: 09500618     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.conbuildmat.2011.03.017     Document Type: Article

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