Fracture and Buckling of a Beam Column on an Elastic Foundation

碩士 === 淡江大學 === 機械工程研究所 === 79 ===   The failure mode of a cracked beam column is cosidered in this thesis. This beam column, may or may not on an elastic foundation, is subjected to both axial and lateral loads. Finite element results show that buckling loads Ncr are hardly influenced by crack loc...

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Bibliographic Details
Main Authors: Wang, D. W., 王德民
Other Authors: Liu, Chao-Hwa
Format: Others
Language:zh-TW
Published: 1991
Online Access:http://ndltd.ncl.edu.tw/handle/95532562930186328404