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科研机构
兰州理工大学 [60]
内容类型
期刊论文 [60]
发表日期
2021 [60]
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发表日期:2021
专题:兰州理工大学
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Study on the mechanical behaviors and failure mechanism of polyurethane cement composites under uniaxial compression and tension
期刊论文
ARCHIVES OF CIVIL AND MECHANICAL ENGINEERING, 2021, 卷号: 22, 期号: 1
作者:
Pi Yilin
;
Zhang Wenhua
;
Zou Wanting
;
Zhang Yunsheng
收藏
  |  
浏览/下载:22/0
  |  
提交时间:2021/12/17
Polyurethane cement composite
Tensile strength
Compressive strength
Toughness
Failure mode
A critical plane-based multiaxial fatigue life prediction method considering the material sensitivity and the shear stress
期刊论文
INTERNATIONAL JOURNAL OF PRESSURE VESSELS AND PIPING, 2021, 卷号: 194
作者:
Liu, Jianhui
;
Ran, Yong
;
Wei, Yaobing
;
Zhang, Zhen
收藏
  |  
浏览/下载:4/0
  |  
提交时间:2021/12/17
Multiaxial fatigue
The shear stress
The critical plane method
Material sensitivity coefficient
Thermoelastic damping analysis in micro-beam resonators considering nonlocal strain gradient based on dual-phase-lag model
期刊论文
International Journal of Heat and Mass Transfer, 2021, 卷号: 180
作者:
Gu, Bingdong
;
He, Tianhu
;
Ma, Yongbin
收藏
  |  
浏览/下载:19/0
  |  
提交时间:2022/02/17
Boundary conditions
Damping
Energy dissipation
Q factor measurement
Quality control
Resonators
Thermoelasticity
Beam resonators
Damping analysis
Devices and systems
Dual-phase-lag heat conduction
Euler Bernoulli beams
Micro beams
Nonlocal
Nonlocal strain gradient
Scale effects
Thermoelastic damping
Torsional behaviour of concrete-filled circular steel tubular members under coupled compression and torsion
期刊论文
STRUCTURES, 2021, 卷号: 34, 页码: 931-946
作者:
Jia, Zhi-Lu
;
Shi, Yan-Li
;
Xian, Wei
;
Wang, Wen-Da
收藏
  |  
浏览/下载:12/0
  |  
提交时间:2021/10/14
Concrete-filled steel tubular (CFST) members
Torsion test
Numerical analysis
Torsional bearing capacity
Stress mechanism
Experimental study of seismic performance of precast shear wall with a new bolt-plate connection joint
期刊论文
STRUCTURES, 2021, 卷号: 34, 页码: 3818-3833
作者:
Li, Wanrun
;
Gao, Haiwang
;
Xiang, Rongjiang
;
Du, Yongfeng
收藏
  |  
浏览/下载:8/0
  |  
提交时间:2021/12/17
Precast shear wall
Bolt-plate connection joint
Low cyclic loading
Seismic performance
Thermoelastic damping analysis in micro-beam resonators considering nonlocal strain gradient based on dual-phase-lag model
期刊论文
INTERNATIONAL JOURNAL OF HEAT AND MASS TRANSFER, 2021, 卷号: 180
作者:
Gu, Bingdong
;
He, Tianhu
;
Ma, Yongbin
收藏
  |  
浏览/下载:12/0
  |  
提交时间:2021/12/17
Thermoelastic damping
Nonlocal strain gradient
Dual-phase-lag heat conduction
Scale effect
Euler-Bernoulli beam
Highly Stretchable, Crack-Insensitive and Compressible Ceramic Aerogel
期刊论文
ACS NANO, 2021, 卷号: 15, 期号: 11, 页码: 18354-18362
作者:
Su, Lei
;
Wang, Hongjie
;
Jia, Shuhai
;
Dai, Sheng
;
Niu, Min
收藏
  |  
浏览/下载:32/0
  |  
提交时间:2022/03/01
ceramic aerogel
stretch
crack insensitivity
compressibility
thermal insulation
Research on a multi-point impact test of single-layer spherical reticulated shell
期刊论文
JOURNAL OF CONSTRUCTIONAL STEEL RESEARCH, 2021, 卷号: 186
作者:
Wu, Chang
;
Yang, Youpei
;
Gou, Baolong
;
Wu, Jingya
收藏
  |  
浏览/下载:12/0
  |  
提交时间:2021/12/17
Reticulated shell
Multi-point impact test
Energy transformation
Dynamic response
Deformation mode
Research on a multi-point impact test of single-layer spherical reticulated shell
期刊论文
Journal of Constructional Steel Research, 2021, 卷号: 186
作者:
Wu, Chang
;
Yang, Youpei
;
Gou, Baolong
;
Wu, Jingya
收藏
  |  
浏览/下载:8/0
  |  
提交时间:2022/02/17
Dynamic response
Elastoplasticity
Shells (structures)
Software testing
Deformation modes
Energy transformation
Impact loads
Impact point
Impact resistance performance
Key nodes
Multi-point impact test
Multi-points
Reticulated shells
Single layer
Experimental investigation of a single-yielding precast concrete beam-column connection with replaceable energy-dissipation connector
期刊论文
SOIL DYNAMICS AND EARTHQUAKE ENGINEERING, 2021, 卷号: 150
作者:
Tong, Chao
;
Wu, Jing
;
Li, Chunyu
;
Han, Jianping
;
Li, Zhiqiang
收藏
  |  
浏览/下载:13/0
  |  
提交时间:2021/10/14
Single-yielding mechanism
Precast concrete beam-column connection
Replaceable energy-dissipation connector
Seismic performance
Strong-column and weak-beam
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