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浏览/检索结果: 共160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 Machine learning informed visco-plastic model for the cyclic relaxation of 316H stainless steel at 550 °C 期刊论文  OAI收割 INTERNATIONAL JOURNAL OF PLASTICITY, 2023, 卷号: 170, 页码: 23 作者:  Du R(杜柔);  Song HX(宋恒旭);  Gao, Fuhai;  Mo, Yafei;  Yan, Ziming   |  收藏  |  浏览/下载：6/0  |  提交时间：2024/02/19 Cyclic relaxation  High -temperature plasticity  Visco-plastic constitutive model  Bayesian method  Fatigue and creep   Study on bond properties of corroded NPR (negative Poisson's ratio) steel bar embedded in marine concrete 期刊论文  OAI收割 STRUCTURES, 2023, 卷号: 57, 页码: 12 作者:  Zhou, Junhao;  Shang, Huaishuai;  Chen, Yu;  Fan, Liang;  Li, Yongsheng   |  收藏  |  浏览/下载：20/0  |  提交时间：2024/04/07 NPR steel bar  Marine concrete  Bond behavior  Bond-slip constitutive model   Effect of Bi-modulus characteristic on the Brazilian disc test: Insights from numerical study 期刊论文  OAI收割 INTERNATIONAL JOURNAL OF ROCK MECHANICS AND MINING SCIENCES, 2023, 卷号: 169 作者:  Wang, Tianmin;  Ye, Jianhong;  Zhu, Changqi   |  收藏  |  浏览/下载：7/0  |  提交时间：2023/08/02 Bi-modulus materials  Constitutive model  Brazilian splitting test  Measurement method  Tensile elastic modulus  FssiCAS software   The difference between the dynamic deformation properties of rock material under seismic load and cyclic loading: a case study on Kobe wave 期刊论文  OAI收割 MECHANICS OF TIME-DEPENDENT MATERIALS, 2023, 卷号: 27, 期号: 2, 页码: 401 作者:  Zhou, Yongqiang;  Sheng, Qian;  Fu, Xiaodong;  Ding, Haifeng   |  收藏  |  浏览/下载：7/0  |  提交时间：2023/08/02 Dynamic deformation properties  Rock material  Seismic load  Cyclic loading  Dynamic constitutive model  Maximum stress   Damage analysis of shear mechanical behavior of pile-structural soil interface considering shear rate effect 期刊论文  OAI收割 ACTA GEOTECHNICA, 2023 作者:  Yan, Junbiao;  Kong, Lingwei;  Xiong, Chunfa;  Xu, Guofang   |  收藏  |  浏览/下载：8/0  |  提交时间：2023/08/02 Damage constitutive model  Large deformation  Pile-structural soil interface  Ring shear test  Shear rate effect  Shear strength   A shear constitutive model and experimental demonstration considering dual void portion and solid skeleton portion of rock 期刊论文  OAI收割 ENGINEERING FRACTURE MECHANICS, 2023, 卷号: 281 作者:  Xin, Jie;  Jiang, Quan;  Liu, Qiang;  Zheng, Hong;  Li, Shaojun   |  收藏  |  浏览/下载：7/0  |  提交时间：2023/08/02 Shear failure  Shear constitutive relation  Dual -structure model  Physical simulation  Cemented paste backfill-rock  ? Scale coefficient   Sensitivity and Calibration of Three-Dimensional SPH Formulations in Large-Scale Landslide Modeling 期刊论文  OAI收割 JOURNAL OF GEOPHYSICAL RESEARCH-SOLID EARTH, 2023, 卷号: 128, 期号: 2, 页码: 22 作者:  Li, Shuai;  Tang, Hui;  Peng, Chong;  Turowski, Jens M.;  Schoepa, Anne   |  收藏  |  浏览/下载：6/0  |  提交时间：2023/10/10 landslides  numerical modeling  constitutive model  model calibration routines  friction  cohesion   Experimental and Theoretical Study on the Creep Behavior of a Clayey Rock 期刊论文  OAI收割 ROCK MECHANICS AND ROCK ENGINEERING, 2023, 卷号: 56, 期号: 2, 页码: 1387 作者:  Yu, Hongdan;  Chen, Weizhong;  Ma, Yongshang;  Tan, Xianjun;  Yang, Jianping   |  收藏  |  浏览/下载：5/0  |  提交时间：2023/08/02 Clayey rock  Creep behavior  Creep tests  Creep mechanism  Constitutive model   Hydro-mechanical coupling characteristics and damage constitutive model of low-permeability granite under triaxial compression 期刊论文  OAI收割 INTERNATIONAL JOURNAL OF DAMAGE MECHANICS, 2023, 卷号: 32, 期号: 2, 页码: 235 作者:  Zheng, Zhi;  Xu, Hongyu;  Wang, Wei;  Mei, Guoxiong;  Liu, Zaobao   |  收藏  |  浏览/下载：8/0  |  提交时间：2023/08/02 Triaxial compression test  permeability  hydro-mechanical coupling  damage constitutive model  compaction effect   The influences of seismic load on dynamic deformation properties of rock material under different confining pressures 期刊论文  OAI收割 FRONTIERS IN EARTH SCIENCE, 2023, 卷号: 10, 期号: -, 页码: - 作者:  Zhou, Yongqiang   |  收藏  |  浏览/下载：8/0  |  提交时间：2023/08/02 dynamic deformation properties  rock material  seismic load  numerical simulation  dynamic constitutive model  maximum stress  confining pressure