Xiangya Luo, Haiqing Ren, Yong Zhong*
Journal of Renewable Materials, Vol.8, No.7, pp. 773-787, 2020, DOI:10.32604/jrm.2020.09414
- 01 June 2020
Abstract To further verify the feasibility of newly designed reinforced bamboo
scrimber composite (RBSC) beams used in building construction, the bonding
properties between steel bar and bamboo scrimber were investigated by anti-pulling
tests. Results indicated that the anti-pulling mechanical properties were signifi-
cantly correlated to the diameter, thread form and buried depth of steel bar,
forming density of bamboo scrimber as well as the heat treatment of bamboo bundle. There were two failure modes for anti-pulling tests: the tensile fracture and
pulling out of steel bar. Both the ultimate load and average shear strength of
anti-pulling More >
Login
Register
