对5根密实截面钢-混凝土组合梁的变形性能进行了试验研究。
Experiments of 5 simply-supported steel-concrete composite beams (SCCB) with compact steel sections are conducted to investigate the deformation behavior.
由于承载力不足使钢筋混凝土梁的变形过大，裂缝过大，钢筋锈蚀严重等。
As bearing pressure isn't enough beam and plate deformation of reinforcement concrete is much big, crack is much wide and rusting is serious.
本文根据曲梁的变形特点和虚功原理，分析了约束钢梁自身刚度的变化过程。
In this paper, based on the behaviour of a curved beam, the change of the stiffness of restrained steel beams is studied.
应用推荐