[1]杨建水.钢筋混凝土双向叠合板抗剪强度的极限分析[J].郑州大学学报(工学版),1997,18(03):45-49.
　Yang Jianshui.Extreme analysis of reinforced concrete two -way overlapping plate resistance strength[J].Journal of Zhengzhou University (Engineering Science),1997,18(03):45-49.
点击复制

钢筋混凝土双向叠合板抗剪强度的极限分析()
分享到：

《郑州大学学报(工学版)》[ISSN:1671-6833/CN:41-1339/T]

卷:
18卷
期数:
1997年03期
页码:
45-49
栏目:
出版日期:
1997-07-30

文章信息/Info

Title:
Extreme analysis of reinforced concrete two -way overlapping plate resistance strength
作者:
杨建水
郑州工业大学水环系
Author(s):
Yang Jianshui
Zhengzhou University of Technology Water Trail
关键词:
叠合板; 抗剪; 塑性分析
Keywords:
Overlap board;  resistance;  plastic analysis
文献标志码:
A
摘要:
通过对８块无结合筋双向叠合板的试验研究，本文采用组合周界错动机构，锥面母线为直线与曲线的连线，按塑性极限分析的方法推导了抗剪强度计算公式。该公式与试验结果符合性良好。
Abstract:
Through the experimental research of 8 unblocked bilateral overlapping boards, this article adopts a combination of perimeter migration mechanism. The tapered parent line is a linear line and curve connection. The formula of the shear strength is derived by the analysis of plastic limit analysis. The formula and test results are good.

相似文献/References:

[1]杨建水,韩菊红,王筱敏..四边简支钢筋混凝土叠合板受剪性能探讨[J].郑州大学学报(工学版),2002,23(03):98.[doi:10.3969/j.issn.1671-6833.2002.03.027]
　Yang Jianshui,Han Juhong,Wang Xiaomin.Discussion on the shear performance of four-sided simple reinforced concrete laminate[J].Journal of Zhengzhou University (Engineering Science),2002,23(03):98.[doi:10.3969/j.issn.1671-6833.2002.03.027]
[2]郭乐工,刘忠玉,李翔,等.冷轧带肋钢筋混凝土板类构件试验研究与应用[J].郑州大学学报(工学版),1997,18(03):50.
　Guo Le worker,Liu Zhongyu,Li Xiang,et al.Cold -rolled rib reinforced concrete board component test research and application[J].Journal of Zhengzhou University (Engineering Science),1997,18(03):50.

备注/Memo

备注/Memo:
作者
更新日期/Last Update: 1900-01-01