摘要
本文通过对钢筋混凝上浅梁和深梁非线性受力全过程计算,对钢筋混凝土有限元中混凝土开裂单元的处理方法、开裂单元的剪应力释放,迭代收敛条件及非线性迭代解法进行了比较分析,并提出一些初步意见。
In this paper computed the nonlinear process from Load-on to failure of shallow beam and deep beams of reinforced concrete, the treatment and shearing stress release of cracked concrete element, the condition of convergence of iteration and some method of nonlinear iteration in finite element method of reinforced concrete are compared. Viewpoints are proposed in this paper.
出处
《工程力学》
EI
CSCD
1989年第2期48-56,共9页
Engineering Mechanics
