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受集中荷载作用简支钢筋混凝土板的抗剪性能试验研究
引用本文:赵玉新. 受集中荷载作用简支钢筋混凝土板的抗剪性能试验研究[J]. 塔里木大学学报, 1995, 0(1)
作者姓名:赵玉新
作者单位:塔里木农垦大学水利系!新疆阿拉尔843300
摘    要:根据多块板的试验资料,分析了宽跨比较大的板在集中荷载作用下的受剪承载力,建立了相应的计算公式。该公式具有形式简单,符合性良好等优点。还对板的受剪破坏形态和工作宽度进行了论述。

关 键 词:钢筋混凝土板  受剪承载力  剪跨比

Experimental Study on Shear Behaviour of Reinforced Concrete Slab with Two Opposite Simple Supported Edges under Concentrated Load
Zao Yuxin. Experimental Study on Shear Behaviour of Reinforced Concrete Slab with Two Opposite Simple Supported Edges under Concentrated Load[J]. Journal of tarim University, 1995, 0(1)
Authors:Zao Yuxin
Abstract:Based on the experimental datas of serveral reinforced concrete slabs,the shear strength of large width-span ratio slab and splice slab is discoursed in this paper. At same time.a formular for the calculation of shear strength of slab is proposed. The formular is simple and the calculated result is in good agreement with experimental datas .Besides.the failure models of and working breadth for shear are also discussed in this paper.
Keywords:reinforced concrete slabs  shear strength  shear span ratio  
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