摘要
为了较充分地利用钢筋的强度 ,给出了钢筋砼圆形截面受弯构件非均匀配筋方案 ,并推导了其正截面承截力计算公式 ,文中还给出了相应的适用条件 .
In order to make better use of the strength of reinforcing steel in reinforced concrete beams of round section,a design of non uniform reinforcing steel is presented in this paper.. The formula of the carrying capacity of the normal section of round section with double reinforcement is derived,the conditions to the formula are given.
出处
《西安工业学院学报》
2000年第2期166-169,共4页
Journal of Xi'an Institute of Technology
关键词
圆形截面
承载力
钢筋混凝土构件
reinforced concrete
round section
section with double reinforcement
carrying capacity of normal section
