首页 | 本学科首页   官方微博 | 高级检索  
     检索      

型钢轻骨料混凝土梁抗剪承载力计算
引用本文:张建文,李明霞.型钢轻骨料混凝土梁抗剪承载力计算[J].南阳理工学院学报,2010,2(6).
作者姓名:张建文  李明霞
作者单位:南阳理工学院土木工程系,河南,南阳,473004
基金项目:河南省青年骨干教师资助计划项目
摘    要:针对斜剪破坏和剪切粘结破坏两种破坏模式,研究了型钢轻骨料混凝土梁抗剪承载力。考虑型钢和混凝土界面存在的粘结力,推导了剪切粘结破坏抗剪承载力计算公式。结合型钢混凝土结构技术规程中型钢普通混凝土梁斜截面抗剪承载力计算公式,提出了型钢轻骨料混凝土梁抗剪承载力预测模型。试验结果比较和验证表明,该预测模型不仅具有足够的精度,而且也适用于型钢普通混凝土梁。

关 键 词:型钢轻骨料混凝土  斜剪破坏  剪切粘结破坏

COMPUTATION OF SHEAR CAPACITY OF STEEL REINFORCED LIGHTWEIGHT CONCRETE BEAMS
ZHANG Jian-wen,LI Ming-xia.COMPUTATION OF SHEAR CAPACITY OF STEEL REINFORCED LIGHTWEIGHT CONCRETE BEAMS[J].Journal of Nanyang Institute of Technology,2010,2(6).
Authors:ZHANG Jian-wen  LI Ming-xia
Institution:ZHANG Jian-wen; LI Ming-xia(Department of Civil Engineering; Nanyang Institute of Technology; Nanyang 473004; China);
Abstract:Shear capacity of steel reinforced lightweight concrete beams is investigated for the two failure types of diagonal shear failure and shear bond failure. Shear bond capacity formula is deduced considering the existing bond force between the encased steel and concrete interface. Shear capacity predict model of steel reinforced lightweight concrete beams is proposed combining with shear capacity equation of steel reinforced normal concrete in technical specification for steel reinforced concrete composite str...
Keywords:steel reinforced lightweight concrete  diagonal shear failure  shear bond failure
本文献已被 维普 万方数据 等数据库收录!
设为首页 | 免责声明 | 关于勤云 | 加入收藏

Copyright©北京勤云科技发展有限公司  京ICP备09084417号