摘要
通过对混凝土中厚板弯曲的分析和一些计算方法的研究,提出用增量理论取代形变理论来分析钢筋混凝土中厚板的无网格法计算,以适用于复杂加载,达到更高精度,更接近于实际应用。
Through the analysis of the thick plate bending in the concrete and the study of the methods, the author puts forward the method to analyze the calculation of the element-free method of the thick plate in the reinforced concrete by using the incremental theory to replace the deformation theory, to be suitable for the complex loading and to reach the higher precision and close to the practical application.
出处
《山西建筑》
2008年第30期86-87,共2页
Shanxi Architecture
关键词
无网格法
增量理论
本构模型
切线刚度迭代法
element-free method, incremental theory, constitutive model, tangent stiffness iterative method