Finite element solutions for the buckling of columns and beams
Finite element solutions for the buckling of columns and beams
复制标题
柱和梁屈曲的有限元解决方案
DOI：
10.1016/0020-7403(71)90080-4
复制
发表时间：
1971
影响因子：
7.3
通讯作者：
K. C. Rockey
中科院分区：
文献类型：
--
作者：
D. Nethercot;K. C. Rockey
有限元法在处理柱和梁的屈曲问题时的准确性通过提供各种例子的解决方案来证明。包括在研究中的主题是限制和部分可塑性的横截面的影响。在所有情况下，与现有解决方案的一致性都很好。
The accuracy of the finite element method in dealing with problems of the buckling of columns and beams is demonstrated by providing solutions to a variety of examples. Among the subjects included in the study are the influence of restraints and of partial plasticity of the cross-section. In all cases agreement with existing solutions is good.