摘要
本文根据对八块三种配筋体系混凝土简支圆板在均布荷载作用下力学行为的试验研究,提出了不同配筋体系混凝土圆板的统一挠度计算公式。计算公式简单实用,计算挠度值与实测挠度值吻合良好。
In present paper the calculativc formulas of the uniform deflection of circular concrete slabs in different reinforcement patterns have been brought forward. They are based on the experimental research on 8 simply supported circular concrete slabs in 3 reinforcement patterns subjected to uniformly distributed load. The formulas are simplc and practical. The value of the deflection from the calculation and that from the experimental measurement fit together well.
出处
《西北建筑工程学院学报（自然科学版）》
1992年第1期1-9,65,共10页
Journal of Northwestern Institute of Architectural Engineering
关键词
钢筋混凝土
圆板
变形
屈服区
reinforced concrete
deformation of the circular slabs
yield-area
rigid board
yield line
