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钢筋混凝土板冲切破坏机理的试验研究及冲切承载力计算
引用本文:郭晓林,刘广义,曹声远,喻秋.钢筋混凝土板冲切破坏机理的试验研究及冲切承载力计算[J].哈尔滨建筑大学学报,1993(6).
作者姓名:郭晓林  刘广义  曹声远  喻秋
作者单位:哈尔滨工业大学 (郭晓林),哈尔滨建筑工程学院 (刘广义,曹声远),哈尔滨建筑工程学院(喻秋)
摘    要:本文研究了钢筋混凝土板的冲切破坏机理。试验中采用了较先进的混凝土内部测试元件,对冲切破坏斜面上混凝土变形进行了量测。总结出破坏斜面上混凝土应变分布及裂缝的形成和发展规律;对比了普通混凝土与浮石轻骨料混凝土板冲切破坏的异同;建立了半经验-半理论冲切承载力计算公式。

关 键 词:钢筋混凝土结构  破坏机理  冲切

An Experimental Study on the Punch-shear Damage Mechanism of R.C Slabs and Punch-shear Bearing Capacity Calculation
Guo Xiaolin Liu Guangyi Cao Shengyuan Yu Qiu.An Experimental Study on the Punch-shear Damage Mechanism of R.C Slabs and Punch-shear Bearing Capacity Calculation[J].Journal of Harbin University of Civil Engineering and Architecture,1993(6).
Authors:Guo Xiaolin Liu Guangyi Cao Shengyuan Yu Qiu
Affiliation:Guo Xiaolin Liu Guangyi Cao Shengyuan Yu Qiu
Abstract:The paper studies the punch-shear damage mechanism of reinforced concrete slabs. The advanced measuring component used inside the concrete is adopted in experiment, and the concrete deformation along the inclined punch-shear damage surface is measured. The concrete strain distribution, the crack formation and its development rule on the damage surface are summarized.The similarity and difference between the normal concrete and the pumic lightweight aggregate concrete slabs about the punch-shear damage are compared. Finally, the semiexperimental, semitheoretical calculation formula of punch-shear bearing capacity is estaiblished.
Keywords:reinforced concrete structure  mechanism of deteriortion  punch-shear  
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