摘要
利用非线性有限元方法分析了钢筋混凝土简支深梁在集中和均布荷载作用下开裂前后的工作性能和破坏机理。
The paper analyses the reinforced concrete simply supported deep beams which are imposed by uniformly distributed loads or a concentrated loads. Working function and destruction mechanism before and after cracking are analyzed.
出处
《河北建筑工程学院学报》
CAS
2001年第2期4-8,共5页
Journal of Hebei Institute of Architecture and Civil Engineering
