摘要
首先分析了配筋对混凝土构件收缩的影响,采用两种工程中较为常用的计算方法计算非对称配筋条件下混凝土梁的收缩,最后通过ANSYS有限元分析软件所得到的结果与计算结果加以比较,并讨论了非对称配筋对梁收缩的影响。
Firstly discussed the influence of reinforcement to the shrinkage of reinforced concrete,then calculated the shrinkage of a concrete beam which had unsymmetrical reinforcement,at last compared the results to the outcome of infinite element software ANSYS,and discuss the effect of unsymmetrical reinforcement.
出处
《山西建筑》
2009年第30期58-59,共2页
Shanxi Architecture
关键词
钢筋混凝土
非对称配筋
收缩
ANSYS
reinforced concrete
unsymmetrical reinforcement
shrinkage
ANSYS
