[1]刘立新.钢筋混凝土简支深梁受剪承载力的极限分析[J].郑州大学学报(工学版),1992,13(04):1-9.
　Liu Lixin,Extreme analysis of reinforced concrete simplified support deep beams by the shear capacity[J].Journal of Zhengzhou University (Engineering Science),1992,13(04):1-9.
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钢筋混凝土简支深梁受剪承载力的极限分析()
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《郑州大学学报(工学版)》[ISSN:1671-6833/CN:41-1339/T]

卷:
13
期数:
1992年04期
页码:
1-9
栏目:
出版日期:
1992-12-28

文章信息/Info

Title:
Extreme analysis of reinforced concrete simplified support deep beams by the shear capacity
作者:
刘立新;
郑州工学院土建系,
Author(s):
Liu Lixin;
The Department of Civil Construction of Zhengzhou Institute of Technology,
关键词:
深梁; 剪切强度; 极限分析
Keywords:
Deep beam;  shear strength;  limit analysis
文献标志码:
A
摘要:
本文讨论了钢筋混凝土简支深梁的剪切破坏形态和主要影响因素,假定钢筋和混凝土均为刚塑性材料,引用混凝土双向受压的破坏条件,求出了集中和均布荷载作用下钢筋混凝土简支深梁受剪承载力的塑性解。根据试验结果给出了考虑混凝土强度和剪跨比影响的深梁混凝土塑性有效抗压系数,所获得的理论公式与国内外试验结果符合良好。
Abstract:
This article discusses the cutting and destructive form and main influencing factors of reinforced concrete simplified beams. It is assumed that the reinforcement and concrete are rigid plastic materials. The reference conditions of the two -way compression of the concrete are used to find the plastic solution of the reinforced concrete simplified beam under the effect of concentration and average cloth load. Based on the test results, a deep beam concrete plastic compressive coefficient considering the concrete strength and shear ratio effects was given.

相似文献/References:

[1]刘立新,蔡耀东,陈萌.钢筋混凝土深梁、短梁和浅梁的受剪承载力分析及设计建议[J].郑州大学学报(工学版),1998,19(02):1.
　[J].Journal of Zhengzhou University (Engineering Science),1998,19(04):1.
[2]王新玲,龚绍熙.钢筋混凝土开洞深梁的试验研究及非线性有限元分析[J].郑州大学学报(工学版),1990,11(01):16.
　Wang Xinling,Gong Shaoxi,Test research and non -linear finite element analysis of reinforced concrete opening deep beams[J].Journal of Zhengzhou University (Engineering Science),1990,11(04):16.
[3]龚绍熙,刘立新.钢筋混凝土深梁纵筋锚固的试验研究[J].郑州大学学报(工学版),1987,8(01):1.
　[J].Journal of Zhengzhou University (Engineering Science),1987,8(04):1.

更新日期/Last Update: 1900-01-01