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浏览/检索结果: 共5条，第1-5条 帮助 限定条件 内容类型：会议论文    专题：力学研究所    第一署名单位    第一作者单位    通讯作者单位     已选(0)清除 条数/页：5101520253035404550556065707580859095100   排序方式：请选择作者升序作者降序题名升序题名降序发表日期升序发表日期降序提交时间升序提交时间降序 A Computational Modelling of the Mechanical Performance of a Bioabsorbable Stent Undergoing Cyclic Loading 会议论文 Loughborough Univ London, London, ENGLAND, JUL 15-17, 2019 作者:  Cui XY;  Peng K;  Liu SC;  Ren QS(任庆帅);  Li GY 收藏  |  浏览/下载：46/0  |  提交时间：2019/11/20 Finite element analysis  Absorbable stent  Corrosion modelling  Biomechanics   PORO-ELASTOPLASTIC MODELLING OF UPLIFT RESISTANCE OF SHALLOWLY-BURIED PIPELINES 会议论文 Trondheim, NORWAY, JUN 25-30, 2017 作者:  Qi WG(漆文刚);  Shi YM;  Gao FP(高福平);  Qi, WG (reprint author), Chinese Acad Sci, Key Lab Mech Fluid Solid Coupling Syst, Inst Mech, Beijing, Peoples R China. 收藏  |  浏览/下载：24/0  |  提交时间：2018/01/16 Sand  Wave  Pipes   Poro-elastoplastic modelling of uplift resistance of shallowlyburied pipelines 会议论文 Trondheim, Norway, June 25, 2017 - June 30, 2017 作者:  Qi WG(漆文刚);  Shi YM(师玉敏);  Gao FP(高福平) 收藏  |  浏览/下载：44/0  |  提交时间：2018/11/08 Arctic engineering  Elastoplasticity  Marine risers  Pore pressure  Soils  Stress analysis  Axial compressive forces  Elasto  plastic models  Heating and cooling  Internal friction angle  Numerical results  Operational cycle  Upheaval buckling  Uplift resistance   Numerical analysis of effect of cohesive parameters on mixed-mode failure of double-scarf adhesive joint subjected to uniaxial tensile loadings 会议论文 Proceedings of the ASME 2015 International Mechanical Engineering Congress & Exposition, Houston, TX, Nov. 13-19, 2015 作者:  Liao LJ(廖丽涓);  Huang CG(黄晨光) 收藏  |  浏览/下载：46/0  |  提交时间：2016/01/07 Post-cyclic Strength Degradation of Undisturbed and Remolded Marine Silty Clay 会议论文 18th International Offshore and Polar Engineering Conference (ISOPE 2008), Vancouver, CANADA, JUL 06-11, 2008 作者:  Wang SY(王淑云);  Lu XB(鲁晓兵);  Wang SY 收藏  |  浏览/下载：906/85  |  提交时间：2009/07/23 Pre-Cyclic Strength  Post-Cyclic Strength  Degradation  Cyclic Strain Ratio  Pore Pressure Ratio  Undrained Strength