摘要
基于试验研究铁杉CLT板沿强轴方向的抗剪性能,分析其破坏模式,根据不同规范计算正交胶合木板沿强轴方向的抗剪强度,结果表明,当铁杉CLT板沿强轴方向抗剪时,其破坏模式主要为滚剪破坏,与北美规范相比,我国规范计算的滚剪强度值稍显保守。
In this paper, the CLT shear properties in the major strength direction were studied based on the experimental results. The failure modes were analyzed, and the shear strength in the major strength direction was calculated according to different code provisions. It shows that the dominant failure mode is rolling shear failure for the CLT shear specimens loaded along the major strength direction. Furthermore, the rolling shear strength calculated following the Chinese standard was more conservative compared with that calculated following the CLT handbook.
作者
李征
欧加加
杨学兵
吴立记
LI Zheng;OU Jia-jia;YANG Xue-bing;WU Li-ji(Department of Structural Engineering, Tongji University, 200092, Shanghai, China;China Southwest Architectural Designand Research Institute Co., Ltd., 610042, Chengdu, China)
出处
《建筑技术》
2019年第4期423-425,共3页
Architecture Technology
基金
国家重点研发计划项目(2016YFC0701505)
关键词
正交胶合木
加拿大铁杉
材性试验
抗剪强度
cross-laminated timber
Canadian hemlock
material properties test
shear strength