摘要
对配置横向剪力钢筋的压型钢板-轻骨料混凝土组合楼板的抗滑移性能进行了研究.对横向剪力钢筋连接的破坏形式进行了系统的分析.提出了横向剪力钢筋连接的计算方法,计算中考虑了焊接形式、混凝土抗拉强度、横向钢筋直径等因素的影响.
Behavior of transversal shear steel-bar to resist shear slippage in the simple-supporting light-weight aggregate concrete composite slabs was studied.The failure patterns of transversal shear steel-bar connection were analyzed. Furthermore,the calculation method for transversal shear steel-bar connection was put forward and the impacts of jointing patterns,concrete tensile strengh and diameter of transversal steel-bar were considered.
出处
《长沙理工大学学报（自然科学版）》
CAS
2005年第1期14-18,共5页
Journal of Changsha University of Science and Technology:Natural Science
