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武汉岩土力学研究所 [10]
力学研究所 [9]
重庆大学 [7]
山东大学 [6]
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期刊论文 [45]
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A coupled ductile damage model for metal matrix composites: Development and application
期刊论文
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:3/0
  |  
提交时间:2024/04/02
Metal matrix composites (MMC)
Damage evolution
Mean -field homogenization
Finite element method
Flanging
Experimental study on the acoustic emission response and permeability evolution of tunnel lining concrete during deformation and failure
期刊论文
EUROPEAN JOURNAL OF ENVIRONMENTAL AND CIVIL ENGINEERING, 2020, 页码: 20
作者:
Shi, Linken
;
Zhou, Hui
;
Gao, Yang
;
Lu, Jingjing
;
Li, Qiantao
收藏
  |  
浏览/下载:18/0
  |  
提交时间:2021/05/25
Tunnel lining
acoustic emission
permeability
deformation
An elastic-plastic constitutive model for thermal shocked oxide/oxide ceramic-matrix composites
期刊论文
INTERNATIONAL JOURNAL OF MECHANICAL SCIENCES, 2020, 卷号: 175, 页码: 9
作者:
Yang ZM(杨正茂)
;
Liu, H
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  |  
浏览/下载:66/0
  |  
提交时间:2020/06/22
Ceramic-matrix composites (CMCs)
Cyclic thermal shocks
Constitutive model
Plastic potential function
Anisotropic hardening
A Coupled Elastoplastic Damage Model for Clayey Rock and Its Numerical Implementation and Validation
期刊论文
GEOFLUIDS, 2020, 卷号: 2020, 页码: 14
作者:
Jia, Shanpo
;
Zhao, Zhenyun
;
Wu, Guojun
;
Wu, Bisheng
;
Wen, Caoxuan
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  |  
浏览/下载:3/0
  |  
提交时间:2021/05/25
Elastoplastic damage evolution constitutive model of saturated rock with respect to volumetric strain in rock and its engineering application
期刊论文
TUNNELLING AND UNDERGROUND SPACE TECHNOLOGY, 2020, 卷号: 97, 页码: 12
作者:
Wu, Guojun
;
Chen, Weizhong
;
Rong, Chi
;
Jia, Shanpo
;
Dai, Yonghao
收藏
  |  
浏览/下载:14/0
  |  
提交时间:2021/05/25
Porous medium
Coupling
Diversion tunnel
Damage
Constitutive model
A Novel Method to Evaluate the Effect of Slope Blasting under Impact Loading
期刊论文
Shock and Vibration, 2020, 卷号: 2020
作者:
Zhou, Wenhai
;
Li, Zhenbao
;
Wu, Xin
;
Wang, Shujiang
;
Lv, Yaru
收藏
  |  
浏览/下载:10/0
  |  
提交时间:2020/11/14
Blasting
Copper mines
Distribution functions
Explosives
Membership functions
Normal distribution
Numerical models
State estimation
User interfaces
Constitutive materials
Fuzzy comprehensive evaluation method
Fuzzy normal distributions
Maximum membership principle
Qualitative evaluations
Quantitative evaluation
State characteristics
Triangular distribution
A novel elastoplastic constitutive model for woven oxide/oxide ceramic matrix composites with anisotropic hardening
期刊论文
COMPOSITE STRUCTURES, 2019, 卷号: 229, 页码: UNSP 111420
作者:
Liu H
;
Yang ZM(杨正茂)
;
Yuan H
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  |  
浏览/下载:272/0
  |  
提交时间:2019/12/17
Oxide/oxide ceramic matrix composite
Constitutive model
Plastic potential function
Anisotropic hardening
Asymmetric tension and compression
A Strain-Softening Constitutive Model of Heterogeneous Rock Mass Considering Statistical Damage and Its Application in Numerical Modeling of Deep Roadways
期刊论文
SUSTAINABILITY, 2019, 卷号: 11, 期号: 8, 页码: 19
作者:
Li, Guang
;
Ma, Fengshan
;
Liu, Gang
;
Zhao, Haijun
;
Guo, Jie
收藏
  |  
浏览/下载:43/0
  |  
提交时间:2019/06/24
statistical damage model
heterogeneity
constitutive model
strain softening
numerical analysis
Development and numerical implementation of elastoplastic damage constitutive model for rock based on Mogi-Coulomb criterion
期刊论文
Zhongguo Kuangye Daxue Xuebao/Journal of China University of Mining and Technology, 2019, 卷号: 48, 期号: 4, 页码: 784-792
作者:
Jiang, Bangyou
;
Tan, Yunliang
;
Wang, Lianguo
;
Gu, Shitan
;
Dai, Huabin
收藏
  |  
浏览/下载:8/0
  |  
提交时间:2019/12/11
Parametric Analysis of Seismic Performance for Bridge Bents with Buckling-restrained Braces (BRBs)
期刊论文
Gongcheng Kexue Yu Jishu/Advanced Engineering Science, 2018, 卷号: 50, 期号: 6, 页码: 71-76 and 90
作者:
Shi, Yan
;
Zhang, Zhanhong
;
Han, Jianping
;
Xu, Jixiang
收藏
  |  
浏览/下载:9/0
  |  
提交时间:2020/11/14
Buckling
Earthquakes
Piers
Seismic waves
Stiffness
Bridge engineering
Buckling restrained braces
Elastoplastic behavior
Laminated rubber bearings
Near fault ground motion
Nonlinear response history analysis
Parametric -analysis
Velocity pulse
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