中国科学院机构知识库网格系统: 检索

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	Effect of the combined action of lateral load and axial load on the pile instability in liquefiable soils 期刊论文 OAI收割 ENGINEERING STRUCTURES, 2020, 卷号: 205, 页码: 9 作者: Zhang, Xiaoyu; Tang, Liang; Li, Xuewei; Ling, Xianzhang; Chan, Andrew \| 收藏 \| 浏览/下载：39/0 \| 提交时间：2021/05/25 Liquefaction Pile foundation Buckling instability Pseudo-static analysis Shake-table test
	Assessing tensile behavior of open-hole variable angle tow composites using a general gradient property simulation methodology 期刊论文 OAI收割 JOURNAL OF REINFORCED PLASTICS AND COMPOSITES, 2020, 卷号: 39, 期号: 19-20, 页码: 742-757 作者: Zhu, Yingdan; Qi, Shijie; Jia, Hongli; Shi, Pengcheng; Yao, Youqiang \| 收藏 \| 浏览/下载：38/0 \| 提交时间：2020/12/16 BUCKLING ANALYSIS PANELS OPTIMIZATION RESISTANCE THICKNESS DESIGN PLATES
	On the critical axial forces of upheaval buckling for imperfect submarine pipelines 期刊论文 OAI收割 ENGINEERING STRUCTURES, 2017, 卷号: 147, 页码: 692-704 作者: Xu LG(许雷阁); Lin M(林缅); Lin, M (reprint author), Chinese Acad Sci, Inst Mech, Beijing, Peoples R China. 收藏 \| 浏览/下载：40/0 \| 提交时间：2017/11/29 Submarine Pipeline The Vfife Method Dimensional Analysis Dimensionless Imperfection Length Upheaval Buckling
	Experimental and numerical buckling failure analysis of acrylic hemispheres for application in neutrino detector 期刊论文 iSwitch采集 Engineering failure analysis, 2017, 卷号: 78, 页码: 147-160 作者: Zhou, Fan; Chen, Zhiping; Zheng, Chenchao; Xu, Feng; Hu, Yu 收藏 \| 浏览/下载：40/0 \| 提交时间：2019/04/23 Acrylic hemisphere Failure mode Neutrino detector Buckling analysis Safety factor
	Experimental and numerical buckling failure analysis of acrylic hemispheres for application in neutrino detector 期刊论文 OAI收割 ENGINEERING FAILURE ANALYSIS, 2017, 卷号: 78, 页码: 147-160 作者: Zheng, CC; Qin ZH(秦中华); Hou SJ(侯少静); Qin, ZH; Hou, SJ \| 收藏 \| 浏览/下载：36/0 \| 提交时间：2019/08/27 Acrylic hemisphere Failure mode Neutrino detector Buckling analysis Safety factor
	Poro-elastoplastic modelling of uplift resistance of shallowlyburied pipelines 会议论文 OAI收割 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：56/0 \| 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
	Structure buckling load interval analysis of supercavitating projectile (EI CONFERENCE) 会议论文 OAI收割 2011 9th International Conference on Reliability, Maintainability and Safety: Safety First, Reliability Primary, ICRMS'2011, June 12, 2011 - June 15, 2011, Guiyang, China 作者: Zhou L. 收藏 \| 浏览/下载：25/0 \| 提交时间：2013/03/25 As a result of supercavitating projectiles with high underwater velocity their structures undergo high longitudinal force. It is necessary to perform structure buckling load interval analysis because the uncertainty of structural own parameters should be considered. Critical buckling load of supercavitating projectiles is calculated by Galerkin method. The partial matrixes of critical buckling load implicit function to each uncertainty variable are deduced and the interval of structure critical buckling load is calculated by interval analysis and convex model methods. Numerical results show that the nominal value lower and upper bounds of critical buckling load increase with the increment of the ratio of base diameter to cavitator diameter. And the uncertainty degree of basic variables should be controlled as far as possible in the project for high reliability. 2011 IEEE.
	Structure buckling reliability analysis of supercavitating projectile (EI CONFERENCE) 会议论文 OAI收割 2nd Annual Conference on Electrical and Control Engineering, ICECE 2011, September 16, 2011 - September 18, 2011, Yichang, China 作者: Zhou L. 收藏 \| 浏览/下载：12/0 \| 提交时间：2013/03/25 Because the underwater velocity of supercavitating projectile is very high its structure undergo high longitudinal force. It is necessary to perform structure buckling reliability analysis because the randomicity of structural own parameters and flow parameters should be considered. Critical buckling load of supercavitating projectile is calculated by Galerkin method. The partial matrixes of critical buckling load implicit function to each random variable are deduced and structural buckling reliability index is calculated by limit step length iteration method. Numerical results show that the critical buckling load and structural buckling reliability index increase with the increase of the ratio of base diameter to cavitator diameter. And structural buckling reliability index increase with the decrease of velocity coefficient. 2011 IEEE.
	Elastic Buckling of Bionic Cylindrical Shells Based on Bamboo 期刊论文 OAI收割 JOURNAL OF BIONIC ENGINEERING, 2008, 卷号: 5, 期号: 3, 页码: 231-238 作者: Ma Jianfeng; Chen Wuyi; Zhao Ling; Zhao Dahai \| 收藏 \| 浏览/下载：26/0 \| 提交时间：2021/02/26 STABILITY ANALYSIS EXTERNAL-PRESSURE bionic design bamboo culm thin-walled cylindrical structure buckling load-carrying efficiency