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A platform for research: civil engineering, architecture and urbanism
Strength of Bolted Timber Connections with Steel Side Members
The study investigated the properties of bolted timber connections with steel side members. The intent of the study was to determine (1) how well the European Yield Model (EYM) predicts experimental results, (2) if there is a difference in results from tension- and compression-loaded specimens, and (3) what the effect is of steel side member thickness. Three bolt diameters and four ratios of main member thickness to bolt diameter were investigated. Connections were loaded both parallel and perpendicular to the grain. Results were compared to predicted results from the EYM. The study revealed that the EYM predicts connection yield load with acceptable accuracy.
Strength of Bolted Timber Connections with Steel Side Members
The study investigated the properties of bolted timber connections with steel side members. The intent of the study was to determine (1) how well the European Yield Model (EYM) predicts experimental results, (2) if there is a difference in results from tension- and compression-loaded specimens, and (3) what the effect is of steel side member thickness. Three bolt diameters and four ratios of main member thickness to bolt diameter were investigated. Connections were loaded both parallel and perpendicular to the grain. Results were compared to predicted results from the EYM. The study revealed that the EYM predicts connection yield load with acceptable accuracy.
Strength of Bolted Timber Connections with Steel Side Members
T. L. Wilkinson (author)
1992
14 pages
Report
No indication
English
Structural Analyses , Construction Materials, Components, & Equipment , Wood & Paper Products , Joining , Structural timber , Yield strength , Bolted joint , Tensile strength , Bolts , Tensile properties , Timber construction , Wooden structures , Deformation , Loads(Forces) , Test facilities , Test methods , Construction materials , European yield model
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