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BFRP筋混凝土双向板冲切承载力塑性分析
引用本文:朱海堂,王怡中,李金章.BFRP筋混凝土双向板冲切承载力塑性分析[J].郑州大学学报(工学版),2012,33(4):1-4,27.
作者姓名:朱海堂  王怡中  李金章
作者单位:郑州大学水利与环境学院,河南郑州,450001
基金项目:国家自然科学基金资助项目
摘    要:基于BFRP筋的性能特点和混凝土结构塑性理论,提出了BFRP筋的名义屈服强度概念,确定了混凝土与BFRP筋的屈服条件,建立了中置集中荷载作用下BFRP筋混凝土双向板的破坏机构,应用虚功原理导出了中置集中荷载作用下BFRP筋混凝土双向板极限冲切承载力的塑性解计算表达式.

关 键 词:BFRP筋  双向板  冲切承载力  塑性解

Plastic Analysis on Punching Shear Capacity of Two-way BFRP Rebar Reinforced Concrete Slabs under Central Concentrated Load
ZHU Hai-tang , WANG Yi-zhong , LI Jin-zhang.Plastic Analysis on Punching Shear Capacity of Two-way BFRP Rebar Reinforced Concrete Slabs under Central Concentrated Load[J].Journal of Zhengzhou University: Eng Sci,2012,33(4):1-4,27.
Authors:ZHU Hai-tang  WANG Yi-zhong  LI Jin-zhang
Affiliation:(School of Water Conservancy and Environment,Zhengzhou University,Zhengzhou 450001,China)
Abstract:Based on the material character of BFRP rebar and the plastic method for concrete structure,the concept on nominal yield strength of BFRP rebar was proposed,the yield condition of concrete and BFRP rebar were determined,and the failure mechanics of two-way BFRP rebar reinforced concrete slabs under central concentrated load was established.The calculating expression on plastic solution of ultimate punching capacity for two-way BFRP rebar reinforced concrete slabs under central concentrated load was educed using the virtual work principle.
Keywords:BFRP rebar  two-way slab  punching shear capacity  plastic solution
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