摘要
通过对 10根混凝土 (RC/PC)开孔梁的试验分析 ,详细讨论了混凝土 (RC/PC)开孔梁的开裂特性 ,在此基础上用ADINA非线性有限元程序 (混凝土模式 )对试验结果进行了量化对比分析 ,最后提出了混凝土 (RC/PC)开孔梁抗裂验算公式。计算结果表明 ,所给方法简便、实用 。
This paper discusses the characteristics of cracking in RC/PC beams with large openings in details by experimental analysis of 10 samples. Based on analysis of ADINA finite element program (with the model of concrete), we give formulas for calculating the width of cracking in beams with large openings. Calculating results show that the method provided is reliable, convenient, and can be used in engineering designing directly.
出处
《建筑结构》
CSCD
北大核心
2001年第1期43-45,共3页
Building Structure
基金
国家自然科学基金项目 !(5 9338130 )
关键词
混凝土
开孔梁
抗裂
裂缝宽度
计算
concrete structure
imitated test
cracking
opening
