摘要
本文对工程上存在的中心有圆孔的钢筋砼圆形平板,用塑性线理论推出其极限承载能力解析式,并通过结构实验验证了其可靠性。
In this paper, the analytical formulas of limit load-carrying capacity of reinforced concrete circular plain slabs with circular holes in center, used in engineering, have been derived with yield line theory, and their reliability has been checked by the experiments.
出处
《青岛建筑工程学院学报》
1991年第1期8-13,共6页
Journal of Qingdao Institute of Architecture and Engineering
关键词
钢筋混凝土
平板
承载力
圆孔
yield line
limit load-carrying capacity
principle of imaginary work.
