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Strength differential effect and influence of strength criterion on burst pressure of thin-walled pipelines 被引量:2
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作者 金乘武 王立忠 张永强 《Applied Mathematics and Mechanics(English Edition)》 SCIE EI 2012年第11期1361-1370,共10页
In the framework of the finite deformation theory, the plastic collapse analysis of thin-walled pipes subjected to the internal pressure is conducted on the basis of the unified strength criterion (USC). An analytic... In the framework of the finite deformation theory, the plastic collapse analysis of thin-walled pipes subjected to the internal pressure is conducted on the basis of the unified strength criterion (USC). An analytical solution of the burst pressure for pipes with capped ends is derived, which includes the strength differential effect and takes the influence of strength criterion on the burst pressure into account. In addition, a USC- based analytical solution of the burst pressure for end-opened pipes under the internal pressure is obtained. By discussion, it is found that for the end-capped pipes, the influence of different yield criteria and the strength differential effect on the burst pressure are significant, while for the end-opened pipes, the burst pressure is independent of the specific form of the strength criterion and strength difference in tension and compression. 展开更多
关键词 burst pressure unified strength criterion thin-walled pipe finite strain
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