Quasi-static mechanical behaviour of a double-shear single dowel wood connection

Construction and Building Materials

Volumn 23, Issue 1, 2009, Pages 171-182

  Santos, Cristóvão L ^a   De Jesus, Abílio M P ^a   Morais, José J L ^b   Lousada, José L P C ^b  

^a UNIVERSITY OF TRÁS OS MONTES AND ALTO DOURO   (Portugal)

^b UNIVERSITY OF TRÁS OS MONTES AND ALTO DOURO   (Portugal)

Author keywords

Double shear; Dowel type connection; Finite element analysis; Pine wood; Tensile testing

Indexed keywords

MATHEMATICAL MODELS; REAL TIME SYSTEMS; REGRESSION ANALYSIS; TENSILE TESTING; THREE DIMENSIONAL; WOOD; WOODEN CONSTRUCTION;

ACCURATE; ANALYTICAL MODELS; DOUBLE-SHEAR; DOWEL-TYPE CONNECTION; EMBEDDING; EUROCODE 5; EXPERIMENTAL DATUM; FINITE ELEMENT ANALYSIS; FINITE ELEMENT MODELS; MECHANICAL BEHAVIOURS; PINE WOOD; PINUS PINASTERS; SLIP MODULUS; STATIC LOADINGS; STATISTICAL REGRESSIONS; ULTIMATE STRENGTHS;

FINITE ELEMENT METHOD;

FINITE ELEMENT ANALYSIS; MATHEMATICAL MODELS; PINUS; REGRESSION ANALYSIS; TENSILE TESTS; THREE DIMENSIONAL DESIGN; WOOD;

EID: 54049140613     PISSN: 09500618     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.conbuildmat.2008.01.005     Document Type: Article

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