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钢-混凝土组合梁考虑剪力滞效应实用设计方法
引用本文:聂建国,李法雄,樊健生,蔡奇.钢-混凝土组合梁考虑剪力滞效应实用设计方法[J].工程力学,2011(11):45-51.
作者姓名:聂建国  李法雄  樊健生  蔡奇
作者单位:清华大学土木工程系;北京市市政工程研究院;
基金项目:国家自然科学基金海外基金项目(20081335222); 长江学者和创新团队发展计划项目(IRT00736)
摘    要:钢-混凝土组合梁翼板剪力滞效应对组合梁截面应力和变形产生重要影响。基于组合梁弹性理论分析模型,忽略界面滑移效应,推导了简支和悬臂组合梁在均布和集中荷载作用下的应力和变形解析解。通过引入翼板有效宽度和截面有效刚度的两种简化设计方法分别考虑翼板剪力滞效应对组合梁截面应力和变形的影响。用该文提出的简化设计方法计算考虑剪力滞效...

关 键 词:钢-混凝土组合梁  剪力滞效应  翼板有效宽度  截面有效刚度  设计方法

PRACTICAL DESIGN METHOD FOR STEEL-CONCRETE COMPOSITE BEAM CONSIDERING SHEAR LAG EFFECT
NIE Jian-guo,LI Fa-xiong,FAN Jian-sheng,CAI Qi.PRACTICAL DESIGN METHOD FOR STEEL-CONCRETE COMPOSITE BEAM CONSIDERING SHEAR LAG EFFECT[J].Engineering Mechanics,2011(11):45-51.
Authors:NIE Jian-guo  LI Fa-xiong  FAN Jian-sheng  CAI Qi
Affiliation:NIE Jian-guo1,LI Fa-xiong1,FAN Jian-sheng1,CAI Qi2(1.Department of Civil Engineering,Tsinghua University,Beijing 100084,China,2.Beijing Municipal Engineering Research Institute,Beijing 100037,China)
Abstract:Shear lag effect has significant effect on stress and deflection of composite beams.According to the elastic analytical model of composite beams,stress and deflection analytical solutions for the cases of simply supported composite beams and cantilever composite beam under uniform distribution load and concentrated load are derived by ignoring slip effect in the interface.By introducing effective flange width and effective sectional rigidity,practical design methods for considering shear lag effect of compo...
Keywords:steel-concrete composite beam  shear effect  effective flange width  sectional effective rigidity  design method  
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