摘要
通过材料力学原理,推导出在均布荷载作用下的简支组合梁交界面相对滑移的理论计算公式,进一步得出挠度变形以及弯曲曲率的计算公式,讨论了滑移效应对弯曲应力的影响,为进一步的理论研究提供了依据。
According to mechanics of materials,the author deduces theoretical calculation formula of relative slippage of simply supported composite beam s interface under the action of uniform load,gets calculation formula of deflection deformation and bending curvature,and discusses the influences of slippage effect on bending tress,which to offer bases for further theoretical research.
出处
《山西建筑》
2007年第8期58-59,共2页
Shanxi Architecture
关键词
滑移效应
钢—混凝土组合梁
弯曲应力
slippage effect
steel-concrete composite beam
bending stress
