[1]韩菊红.钢筋混凝土四边简支整浇双向板抗剪性能试验研究[J].郑州大学学报(工学版),1995,16(01):29-37.
　Han Juhong.Research on the test of reinforced concrete four -sided simplified tip of the two -way board anti -shelter performance test research[J].Journal of Zhengzhou University (Engineering Science),1995,16(01):29-37.
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钢筋混凝土四边简支整浇双向板抗剪性能试验研究()
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《郑州大学学报(工学版)》[ISSN:1671-6833/CN:41-1339/T]

卷:
16
期数:
1995年01期
页码:
29-37
栏目:
出版日期:
1995-01-28

文章信息/Info

Title:
Research on the test of reinforced concrete four -sided simplified tip of the two -way board anti -shelter performance test research
作者:
韩菊红
郑州工学院水环系
Author(s):
Han Juhong
Zhengzhou Institute of Technology Water Trail Department
关键词:
双向板; 剪切
Keywords:
Double -direction board;  cutting
文献标志码:
A
摘要:
本文依据所做的二十五块集中荷栽下无腹筋钢筋混凝土四边简支整浇双向板的剪切试验结果，分析了试件的破坏机理和受力特征讨论了影响剪切强度的主要因素，并提出抗剪强度建议计算方法。
Abstract:
Based on the twenty -five concentrated loads, this article has the result of the shear test results of the trials of the two -way bidirectional plate without abdominal reinforced concrete, analyzing the destructive mechanism and force characteristics of the test parts to discuss the main factors affecting the shear strength, and propose the recommended calculation method of the shear strength.

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(01):1.
[2]刘立新,田秋.钢筋混凝土受剪构件和受扭构件的破坏机理及受力模型的探讨[J].郑州大学学报(工学版),1994,15(04):1.
　Liu Lixin,Tian Qiu.Discussion on the damage mechanism of steel concrete shear components and twisting components[J].Journal of Zhengzhou University (Engineering Science),1994,15(01):1.

更新日期/Last Update: 1900-01-01