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A platform for research: civil engineering, architecture and urbanism
THE STABILITY OF NONLINEAR DEFORMABLE CYLINDRICAL COMPOSITE SHELLS UNDER NON-UNIFORM LOADS
The numerical analysis results of flexible cylindrical shells stability in static unsymmet- rical loading cases are given in the article. Geometrically nonlinear shell theory relations were used in computational model development. Equilibrium paths are derived using finite differ- ence energy method and arch-length continuation procedure. Some results of flexible shallow cylindrical square shells analysis with various non-uniform out-of-plane load types are pre- sented in the article.
THE STABILITY OF NONLINEAR DEFORMABLE CYLINDRICAL COMPOSITE SHELLS UNDER NON-UNIFORM LOADS
The numerical analysis results of flexible cylindrical shells stability in static unsymmet- rical loading cases are given in the article. Geometrically nonlinear shell theory relations were used in computational model development. Equilibrium paths are derived using finite differ- ence energy method and arch-length continuation procedure. Some results of flexible shallow cylindrical square shells analysis with various non-uniform out-of-plane load types are pre- sented in the article.
THE STABILITY OF NONLINEAR DEFORMABLE CYLINDRICAL COMPOSITE SHELLS UNDER NON-UNIFORM LOADS
S I Trushin (author) / E V Sysoeva (author) / T A Zhuravleva (author)
2013
Article (Journal)
Electronic Resource
Unknown
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