Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Numerical and experimental failure analysis of screwed single shear joints in wood plastic composite
Highlights ► Wood plastic composite is used as a material in design of structures. ► Thickness of joints members and end distance are very important variables in joint design of such structures. ► Failure load and failure mode are highly determined structural integrity. ► Failure modes of screwed-single shear joints are not catastrophic.
Abstract In this research, effects of end distances and thicknesses of side and main members on failure loads and also modes of failure of single shear plane joint, made on wood plastic composite (WPC) were studied, both experimentally and numerically as well. Yamada-Sun failure criterion was used to determine failure loads of this kind of joints fabricated on WPC and results were compared with that of experimental observations. Numerical analysis was made by making use of ABAQUS finite element (FE) software. Experiments were conducted according to ASTM D-1037. Predicted failure loads by numerical models were in good agreement with those observed experimentally. Results have indicated that failure load of tested joint is dependent on end distance and thickness of corresponding members as well. Failure modes were determined both by numerical models and tested joints. FE models were used to perform stress analysis.
Numerical and experimental failure analysis of screwed single shear joints in wood plastic composite
Highlights ► Wood plastic composite is used as a material in design of structures. ► Thickness of joints members and end distance are very important variables in joint design of such structures. ► Failure load and failure mode are highly determined structural integrity. ► Failure modes of screwed-single shear joints are not catastrophic.
Abstract In this research, effects of end distances and thicknesses of side and main members on failure loads and also modes of failure of single shear plane joint, made on wood plastic composite (WPC) were studied, both experimentally and numerically as well. Yamada-Sun failure criterion was used to determine failure loads of this kind of joints fabricated on WPC and results were compared with that of experimental observations. Numerical analysis was made by making use of ABAQUS finite element (FE) software. Experiments were conducted according to ASTM D-1037. Predicted failure loads by numerical models were in good agreement with those observed experimentally. Results have indicated that failure load of tested joint is dependent on end distance and thickness of corresponding members as well. Failure modes were determined both by numerical models and tested joints. FE models were used to perform stress analysis.
Numerical and experimental failure analysis of screwed single shear joints in wood plastic composite
Mohamadzadeh, Milad (Autor:in) / Rostampour Haftkhani, Akbar (Autor:in) / Ebrahimi, Ghanbar (Autor:in) / Yoshihara, Hiroshi (Autor:in)
27.09.2011
10 pages
Aufsatz (Zeitschrift)
Elektronische Ressource
Englisch
Numerical and experimental failure analysis of screwed single shear joints in wood plastic composite
British Library Online Contents | 2012
|Investigations of the strength of screwed joints in wood construction
Engineering Index Backfile | 1922
|Light trusses with screwed joints
British Library Conference Proceedings | 2001
|