TY - JOUR
T1 - Development of all-wood connections with plywood flitch plate and oak pegs
AU - Chang, Wen-Shao
AU - Thomson, Andrew
AU - Harris, Richard
AU - Walker, Peter
AU - Shanks, Jonathan
PY - 2011/4
Y1 - 2011/4
N2 - This paper proposes a new method for beam-beam connections, which include plywood as slot-in plates connected by oak pegs. A total of 96 specimens were fabricated for tests to explore the minimum required end distances and spacing between pegs parallel to the grain. A new failure mode, termed shear wedge that is different from those found in previous research, was found. A spring model was also proposed in this study to investigate the stiffness of the connections, and feasibility of EC5 to be applied on the new proposed connections was also examined. The effective number was discussed in this study and modified in accordance to the experimental results. The result of this study shows the new connections proposed do not lead to brittle failure unless failure in plywood occurred.
AB - This paper proposes a new method for beam-beam connections, which include plywood as slot-in plates connected by oak pegs. A total of 96 specimens were fabricated for tests to explore the minimum required end distances and spacing between pegs parallel to the grain. A new failure mode, termed shear wedge that is different from those found in previous research, was found. A spring model was also proposed in this study to investigate the stiffness of the connections, and feasibility of EC5 to be applied on the new proposed connections was also examined. The effective number was discussed in this study and modified in accordance to the experimental results. The result of this study shows the new connections proposed do not lead to brittle failure unless failure in plywood occurred.
UR - http://www.scopus.com/inward/record.url?scp=79956062147&partnerID=8YFLogxK
UR - http://dx.doi.org/10.1260/1369-4332.14.2.123
U2 - 10.1260/1369-4332.14.2.123
DO - 10.1260/1369-4332.14.2.123
M3 - Article
SN - 1369-4332
VL - 14
SP - 123
EP - 132
JO - Advances in Structural Engineering
JF - Advances in Structural Engineering
IS - 2
ER -