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软土地基塑流分析研究
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作者 孙明权 《海河水利》 1999年第5期25-26,共2页
本文通过详细的理论推导证明:以往工程设计对软土地基采用塑流分析确定地基稳定性的方法,与非线性有限元法用应力水平判断地基应力状态概念相同,并且后者应力计算更为合理,结果更为明确。由于纠正了原塑流分析中存在的问题。
关键词 塑流分析 有限元 软土地基 稳定性
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平原水库土坝塑流问题分析方法探讨
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作者 潘维宗 《中国农村水利水电》 北大核心 2001年第11期53-54,共2页
平原水库土坝地基往往是软土地基 ,设计中塑流分析不应忽视。对平原水库塑流问题的分析方法进行了探讨 ,在稳定分析中有限元塑流分析和一点应力最小安全系数法是目前塑流分析较好的方法。
关键词 塑流分析 平原水库 土坝 坝基
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Collapse Analysis of Imperfect Subsea Pipelines Based on 2D High-Order Nonlinear Model 被引量:3
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作者 余建星 李智博 +1 位作者 杨源 孙震洲 《Transactions of Tianjin University》 EI CAS 2014年第3期157-162,共6页
To study the collapse of imperfect subsea pipelinos, a 2D high-order nonlinear model is developed. In this model, the large deformation of the pipes is considered by raiaining the high-order nonlinear terms of strain.... To study the collapse of imperfect subsea pipelinos, a 2D high-order nonlinear model is developed. In this model, the large deformation of the pipes is considered by raiaining the high-order nonlinear terms of strain. In addi-tion, the J2 plastic flow theory is adopted to describe the elasioplastic constitutive relations of material. The quasi-static process of collapse is analyzed by the increment method. For each load step, the equations based on the principle of virtual work are presented and solved by the discrete Newton's method. Furthermore, finite element simulations and full-scale experiments were preformed to validate the results of the model. Research on the major influencing factors of collapse pressure, including D/t, material type and initial ovality, is also presented. 展开更多
关键词 IMPERFECTION subsea pipelines COLLAPSE NONLINEARITY initial ovality
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