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BUCKLING AND POST-BUCKLING OF ANNULAR PLATES UNDER NON-AXISYMMETRIC PLANE EDGE FORCES
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作者 cheng chang-jun Yang Xiao 《Applied Mathematics and Mechanics(English Edition)》 SCIE EI 1991年第5期469-480,共12页
On the basis of both the general theory[1,2]and the finite element method[4]of perforated thin plates with large deflection,the buckling and post-buckling of annular plates under non-axisymmetric plane edge forces are... On the basis of both the general theory[1,2]and the finite element method[4]of perforated thin plates with large deflection,the buckling and post-buckling of annular plates under non-axisymmetric plane edge forces are studied. 展开更多
关键词 non-axisymmetric edge forces variational principle finite element method post-buckling behaviour
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