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浏览/检索结果: 共320条，第1-10条 帮助 条数/页： 5101520253035404550556065707580859095100 排序方式： 请选择提交时间升序提交时间降序发表日期升序发表日期降序题名升序题名降序作者升序作者降序 A coupled ductile damage model for metal matrix composites: Development and application 期刊论文  OAI收割 COMPOSITES PART B-ENGINEERING, 2024, 卷号: 272, 页码: 15 作者:  Ren, Qizhen;  Yue, Zhenming;  Soyarslan, Celal;  Tan, Zhanqiu;  Yuan, Fuping   |  收藏  |  浏览/下载：6/0  |  提交时间：2024/04/02 Metal matrix composites (MMC)  Damage evolution  Mean -field homogenization  Finite element method  Flanging   Elastic fields of double branched and Kalthoff-Winkler cracks in a half-plane 期刊论文  OAI收割 JOURNAL OF THE MECHANICS AND PHYSICS OF SOLIDS, 2024, 卷号: 184, 页码: 24 作者:  Si, Yangjian;  Wei, Yujie;  Wei YJ(魏宇杰)   |  收藏  |  浏览/下载：4/0  |  提交时间：2024/04/02 Edge branched crack  Kalthoff-Winkler crack  Stress intensity factors  Crack opening displacement  Conformal mapping   PD-DEM hybrid modeling of leading edge erosion in wind turbine blades under controlled impact scenarios 期刊论文  OAI收割 COMPUTATIONAL PARTICLE MECHANICS, 2024, 页码: 19 作者:  Walayat, Khuram;  Haeri, Sina;  Iqbal, Imran   |  收藏  |  浏览/下载：7/0  |  提交时间：2024/04/15 Peridynamics  Discrete element method  Wind turbine blades  Leading edge erosion  Solid particle erosion  Damage  Crack   Study on seismic response difference of horizontal and inclined liquefied site-pile-structure 期刊论文  OAI收割 SOIL DYNAMICS AND EARTHQUAKE ENGINEERING, 2023, 卷号: 175, 页码: 9 作者:  Zhang, Xiao-ling;  Fang, Li-jing;  Han, Yan   |  收藏  |  浏览/下载：9/0  |  提交时间：2023/11/06 Horizontal liquefied site  Inclined liquefied site  Seismic response  Non -liquefiable crust   Effects of kinematic and inertial interaction on seismic responses of pile-structure system in liquefiable and non-liquefiable deposits 期刊论文  OAI收割 COMPUTERS AND GEOTECHNICS, 2023, 卷号: 164, 页码: 16 作者:  Ling, Weiyu;  Xu, Chengshun;  Dou PF(豆鹏飞);  Liu, Hao;  Pan, Rujiang   |  收藏  |  浏览/下载：5/0  |  提交时间：2023/12/11 Numerical simulation  Shaking table experiments  Pile foundation  Dynamic interaction  Failure mechanism  Parameter analysis   A novel damaged-based numerical manifold method to simulate the failure process of brittle rocks from damage evolution to crack initiation, propagation and coalescence 期刊论文  OAI收割 ENGINEERING ANALYSIS WITH BOUNDARY ELEMENTS, 2023, 卷号: 155, 期号: -, 页码: 452 作者:  Cao, Yongsheng;  Yu, Qinglei;  Zhou, Guanglei;  Yu, Xianyang;  Xu, Xiaodong   |  收藏  |  浏览/下载：69/0  |  提交时间：2023/08/02 Numerical manifold method  Damage and fracture behavior  Heterogeneity  Crack initiation  Crack evolution technique   Large scale land reclamation and the effects on hydro-mechanical behavior in loess and loess-derived fill 期刊论文  OAI收割 ENGINEERING GEOLOGY, 2023, 卷号: 323, 页码: 107241 作者:  Lan, Hengxing;  Zhang, Tongwei;  Peng, Jianbing;  Zhang, Fanyu;  Li, Langping   |  收藏  |  浏览/下载：11/0  |  提交时间：2023/09/07 Land reclamation  Natural loess  Man -made fill  Geological interfaces  Hydro-mechanical behavior   Time-dependent virtual crack model of rock with application to slope stability 期刊论文  OAI收割 ENGINEERING ANALYSIS WITH BOUNDARY ELEMENTS, 2023, 卷号: 154, 期号: -, 页码: 172 作者:  Yu, Xian-yang;  Xu, Tao;  Heap, Michael J.;  Heng, Zhen;  Ranjith, P. G.   |  收藏  |  浏览/下载：77/0  |  提交时间：2023/08/02 Numerical manifold method  Time -dependent deformation  Subcritical crack growth  Granite  Virtual crack  Slope   Heterogeneity induced strain localization in block-in-matrix-soils subjected to uniaxial loading using real-time CT scanning 期刊论文  OAI收割 JOURNAL OF ROCK MECHANICS AND GEOTECHNICAL ENGINEERING, 2023, 卷号: 15, 期号: 8, 页码: 1951-1959 作者:  Wu, Yanfang;  Li, Xiao;  Zhang, Luqing;  Qi, Shengwen;  Zhou, Jian   |  收藏  |  浏览/下载：7/0  |  提交时间：2023/12/29 Image correlation algorithm  Damage processing  Real-time computed tomography (CT) imaging  Rock block motion  Uniaxial compression   Characteristics of root-permeated soil under simple-shear and direct-shear conditions 期刊论文  OAI收割 JOURNAL OF MOUNTAIN SCIENCE, 2023, 卷号: 20, 期号: 8, 页码: 2422-2435 作者:  Chen, Jing-yi;  Chen, Xiao-qing;  Song, Dong-ri;  Lv, Ming;  Guo, Han-qing   |  收藏  |  浏览/下载：7/0  |  提交时间：2023/11/16 Simple-shear condition  Direct-shear condition  Root-permeated soil  Shear strength  Shear stiffness  Shallow landslide