摘要
采用有限元方法 ,研究了体外预应力作用下简支组合梁混凝土有效翼缘宽度 ,分析了剪力连接刚度对预应力组合梁有效翼缘宽度的影响和预应力增量的效应。同时对混凝土板收缩、徐变下 。
In this paper, the finite element method is applied to study the capability of simple supported beam with external prestressed cable and the effective width of flange. The influence of shear connection rigidity on the effective width of flange and the effect of prestress increment are analyzed. The load-carried mechanism of external prestressed composite beam with shrinkage and creep of concrete deck is also discussed.
出处
《钢结构》
2003年第6期33-35,45,共4页
Steel Construction
