机构

• 武汉岩土力学研究所 [9]
• 寒区旱区环境与工程研... [4]
• 地质与地球物理研究所 [3]
• 金属研究所 [1]
• 过程工程研究所 [1]

采集方式

• OAI收割 [14]
• iSwitch采集 [4]

内容类型

• 期刊论文 [16]
• 会议论文 [1]
• 学位论文 [1]

发表日期

• 2022 [2]
• 2021 [4]
• 2020 [1]
• 2019 [3]
• 2018 [1]
• 2016 [3]
• 更多

学科主题

筛选

浏览/检索结果: 共18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 Strain rate effects on characteristic stresses and acoustic emission properties of granite under quasi-static compression 期刊论文  OAI收割 FRONTIERS IN EARTH SCIENCE, 2022, 卷号: 10, 页码: 21 作者:  Liu, Lu;  Wang, Sijing;  Yang, Wencheng   |  收藏  |  浏览/下载：10/0  |  提交时间：2023/04/06 strain rate effects  characteristic stresses  acoustic emission  energy conversion  multi-scale defects   A Dynamic Constitutive Model for Rock Materials Subjected to Medium- and Low-Strain-Rate Dynamic Cyclic Loading 期刊论文  OAI收割 JOURNAL OF ENGINEERING MECHANICS, 2022, 卷号: 148, 期号: 1, 页码: 11 作者:  Zhou, Yongqiang;  Sheng, Qian;  Li, Nana;  Fu, Xiaodong;  Zhang, Zhenping   |  收藏  |  浏览/下载：74/0  |  提交时间：2022/01/05 Dynamic constitutive model  Rock material  Medium- and low-strain rate  Dynamic cyclic loading  Coupling effect of strain rate and damage effect   A chemo-mechanical coupling model for concrete lining subjected to external sulfate attack 期刊论文  OAI收割 EUROPEAN JOURNAL OF ENVIRONMENTAL AND CIVIL ENGINEERING, 2021, 卷号: 25, 期号: 14, 页码: 2674-2691 作者:  Hou, Huiming;  Hu, Dawei;  Zhou, Hui;  Lu, Jingjing;  Zhang, Fan   |  收藏  |  浏览/下载：54/0  |  提交时间：2022/01/05 Chemo-mechanical coupling  external sulfate attack  mechanical damage  concrete lining   Post-fatigue properties of high-strength concrete subjected to coupled 3D fatigue-static loading 期刊论文  OAI收割 CONSTRUCTION AND BUILDING MATERIALS, 2021, 卷号: 306, 页码: 15 作者:  Yang, Fujian;  Hu, Dawei;  Zhou, Hui;  Teng, Mao;  Lan, Meili   |  收藏  |  浏览/下载：77/0  |  提交时间：2022/01/05 Post-fatigue characteristics  High-strength concrete  Coupled 3D fatigue-static loading  Physico-mechanical properties  Fatigue damage model  Empirical prediction model   Study on anisotropy of Longmaxi shale using hydraulic fracturing experiment 期刊论文  OAI收割 SCIENCE CHINA-EARTH SCIENCES, 2021, 卷号: 64, 期号: 2, 页码: 260-277 作者:  Zhai, Hongyu;  Chang, Xu;  Zhu, Wei;  Lei, Xinglin;  Xue, Ziqiu   |  收藏  |  浏览/下载：9/0  |  提交时间：2021/10/08 Longmaxi shale  Anisotropic parameters  Hydraulic fracturing experiment   A modeling study of the micro-cracking behavior of brittle crystalline rocks under uniaxial loading considering different scenarios of grain-based models 期刊论文  OAI收割 ARABIAN JOURNAL OF GEOSCIENCES, 2021, 卷号: 14, 期号: 4, 页码: 22 作者:  Wang, Song;  Zhou, Jian;  Zhang, Luqing;  Han, Zhenhua;  Zhang, Fenxiang   |  收藏  |  浏览/下载：20/0  |  提交时间：2021/10/09 Grain-based model  Particle Flow Code  Numerical modeling  Crystalline rock  Micro-cracking evolution   颗粒破碎行为的离散模拟研究 学位论文  OAI收割 : 中国科学院大学, 2020 作者:  张增绪   |  收藏  |  浏览/下载：79/0  |  提交时间：2021/09/07 颗粒物料,破碎准则,拉伸加载,压缩加载,离散单元法   Experimental investigation on the mechanical behavior of foamed concrete under uniaxial and triaxial loading 期刊论文  iSwitch采集 CONSTRUCTION AND BUILDING MATERIALS, 2019, 卷号: 209, 页码: 41-51 作者:  Su, Buyun;  Zhou, Zhiwei;  Li, Zhiqiang;  Wang, Zhihua;  Shu, Xuefeng 收藏  |  浏览/下载：108/0  |  提交时间：2019/10/08 Foamed concrete  Uniaxial/multiaxial mechanical behavior  Damage constitutive model  Phenomenological yield criterion   Binary-medium-based constitutive model of frozen soils subjected to triaxial loading 期刊论文  iSwitch采集 RESULTS IN PHYSICS, 2019, 卷号: 12, 页码: 1999-2008 作者:  Zhang, De;  Liu, Enlong 收藏  |  浏览/下载：36/0  |  提交时间：2019/10/08 Frozen soils  Elastoplastic behaviors  Binary-medium constitutive model  Breakage ratio  Strain concentration coefficient   Estimation of the Mechanical Properties of Igneous Rocks in Consideration of Seismic Effects 期刊论文  OAI收割 ROCK MECHANICS AND ROCK ENGINEERING, 2019, 卷号: 52, 期号: 11, 页码: 4287-4300 作者:  Cui, Zhen;  Sheng, Qian;  Leng, Xianlun;  Zhu, Zeqi;  Zhang, Yonghui   |  收藏  |  浏览/下载：20/0  |  提交时间：2020/04/08 Earthquake effect  Mechanical properties  Strain rate  Igneous rocks  Hoek-Brown strength criteria