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浏览/检索结果: 共80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 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   Experimental and Numerical Simulation Study on the Influence of Gaseous Water on the Mechanical Properties of Red-Layer Mudstone in Central Sichuan 期刊论文  OAI收割 ROCK MECHANICS AND ROCK ENGINEERING, 2023 作者:  Huang, Kang;  Yu, Fei;  Zhang, Wei;  Tong, Kaiwen;  Li, Shichang   |  收藏  |  浏览/下载：9/0  |  提交时间：2023/08/02 Red-layer mudstone  Water influence  Mechanical properties  Discrete element method  Heterogeneity   A Virtual Crack-Based Numerical Manifold Approach to Crack Initiation, Propagation and Coalescence in Granite 期刊论文  OAI收割 ROCK MECHANICS AND ROCK ENGINEERING, 2022, 卷号: 55, 期号: 12, 页码: 7791 作者:  Yu, Xian-yang;  Xu, Tao;  Heap, Michael J.;  Heng, Zhen;  Zhu, Wancheng   |  收藏  |  浏览/下载：5/0  |  提交时间：2023/08/02 Numerical manifold method  Crack initiation and propagation  Subcritical crack growth  Weibull distribution  Virtual crack   Modeling of projectile penetrating fiber-reinforced concrete via the continuum discontinuum element method 期刊论文  OAI收割 ENGINEERING FRACTURE MECHANICS, 2022, 卷号: 276, 页码: 17 作者:  Sun, Bowen;  Han, Fei;  Feng C(冯春);  Mei, Yong;  Sun, Yunhou   |  收藏  |  浏览/下载：16/0  |  提交时间：2023/02/03 CDEM  Fiber-reinforced concrete  Penetration  Crack width  Weibull distribution   Lateral Bearing Capacity of a Hybrid Monopile: Combined Effects of Wing Configuration and Local Scour 期刊论文  OAI收割 JOURNAL OF MARINE SCIENCE AND ENGINEERING, 2022, 卷号: 10, 期号: 12, 页码: 21 作者:  Li B(李彪);  Wang YF;  Qi WG(漆文刚);  Wang SY(王顺意);  Gao FP(高福平)   |  收藏  |  浏览/下载：15/0  |  提交时间：2023/02/03 winged monopile  lateral capacity  local scour  sandy seabed  modified Mohr-Coulomb model   Assessing Slope Stability with an Improved 3D Numerical Manifold Method 期刊论文  OAI收割 ROCK MECHANICS AND ROCK ENGINEERING, 2022, 卷号: 55, 期号: 10, 页码: 6409 作者:  Yang, Yongtao;  Liu, Feng;  Wu, Wenan   |  收藏  |  浏览/下载：6/0  |  提交时间：2023/08/02 3D slope stability  Improved strength reduction technique  3D numerical manifold method  Mohr-Coulomb failure criterion  Generalized plastic strain   Virtual displacement based discontinuity layout optimization 期刊论文  OAI收割 INTERNATIONAL JOURNAL FOR NUMERICAL METHODS IN ENGINEERING, 2022, 页码: 13 作者:  Zhang, Yiming;  Wang, Xueya;  Wang, Xinquan;  Mang, Herbert A.;  Wang XQ(王心泉)   |  收藏  |  浏览/下载：36/0  |  提交时间：2022/09/16 discontinuity layout optimization (DLO)  factor of safety (FOS)  Mohr-Coulomb failure  upper bound limit analysis   Experimental study on physical and mechanical characteristics of rock-concrete combined body under complex stress conditions 期刊论文  OAI收割 CONSTRUCTION AND BUILDING MATERIALS, 2022, 卷号: 324, 页码: 14 作者:  Zhao, Yu;  Shen, Mingxuan;  Bi, Jing;  Wang, Chaolin;  Yang, Yongtao   |  收藏  |  浏览/下载：42/0  |  提交时间：2022/04/11 Rock-concrete combined body  Complex stress condition  Physical and mechanical characteristics  Strain  Failure behavior   Investigation of the Control Effect of Single Structural Plane on Stability of Rock Mass Based on Barton-Bandis Criterion 期刊论文  OAI收割 LITHOSPHERE, 2022, 卷号: 2022, 期号: -, 页码: - 作者:  Kang, Jingyu;  Pang, Xin;  Sheng, Qian;  Fu, Xiaodong;  Wan, Daochun   |  收藏  |  浏览/下载：3/0  |  提交时间：2023/08/02 Y-Mat: an improved hybrid finite-discrete element code for addressing geotechnical and geological engineering problems 期刊论文  OAI收割 ENGINEERING COMPUTATIONS, 2022, 页码: 22 作者:  Liu, Gang;  Ma, Fengshan;  Zhang, Maosheng;  Guo, Jie;  Jia, Jun   |  收藏  |  浏览/下载：22/0  |  提交时间：2022/07/05 Y-Mat code  Combined FDEM  Uniaxial compression test  Brazilian split test  Anti-dip slope  Progressive failure process