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Chinese Academy of Sciences Institutional Repositories Grid
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Study on damage initiation mechanism of rubber/cord composites and the structure optimization
期刊论文
OAI收割
MECHANICS OF ADVANCED MATERIALS AND STRUCTURES, 2025, 页码: 9
作者:
Wang CW(王琮文)
;
Tian YX(田雨欣)
;
Zhao C(赵翀)
;
Liu F(刘飞)
;
Dai, Yujing
  |  
收藏
  |  
浏览/下载:3/0
  |  
提交时间:2025/04/27
Rubber composites
experimental mechanics
finite element analysis
damage initiation
structure optimization
A particle finite element model to simulate pipe-soil interactions: Penetration, consolidation and operation processes under wave loads
期刊论文
OAI收割
OCEAN ENGINEERING, 2025, 卷号: 319, 页码: 17
作者:
Wang, Liang
;
Xue, Qiang
;
Wan, Yong
;
Sun, Xiang
;
Zhao, Tao
  |  
收藏
  |  
浏览/下载:1/0
  |  
提交时间:2025/06/27
Wave-pipe-soil interaction
Large deformation analysis
Particle finite element method
Submarine pipelines
Dynamic saturated media
Structural design and mechanical analysis of non-pneumatic tyre with rebound characteristics
期刊论文
OAI收割
PROCEEDINGS OF THE INSTITUTION OF MECHANICAL ENGINEERS PART D-JOURNAL OF AUTOMOBILE ENGINEERING, 2025
作者:
Tian YX(田雨欣)
;
Wang CW(王琮文)
;
Dai, Yujing
;
Zhao C(赵翀)
;
Xiao C(肖驰)
  |  
收藏
  |  
浏览/下载:1/0
  |  
提交时间:2025/07/21
Rebound characteristics
non-pneumatic tire
crossed arc structure
finite element analysis
arch structure
Seismic response comparison of various geogrid reinforced earth-retaining walls: based on shaking table and 3D FE analysis
期刊论文
OAI收割
SCIENTIFIC REPORTS, 2024, 卷号: 14, 期号: 1, 页码: 23
作者:
Akbar, Muhammad
  |  
收藏
  |  
浏览/下载:4/0
  |  
提交时间:2024/12/04
Seismic analysis
Reduce-scale experiments
Conventional gravity-type retaining walls
Finite element modeling
Hollow prefabricated concrete structures
Multifunctional Heterostructure Composite for Electromagnetic Interference Shielding with Excellent Absorption Characteristics
期刊论文
OAI收割
ACS APPLIED POLYMER MATERIALS, 2024
作者:
Zhang, Ping
;
Dong, Lujie
;
Du, Huichao
;
Li, Kunzhen
;
Tian, Xingyou
  |  
收藏
  |  
浏览/下载:13/0
  |  
提交时间:2024/11/20
multifunctional composites
finite element analysis(FEA)
electromagnetic interference shielding
infraredthermal camouflage
photothermal performance
The trunk replaces the longer mandible as the main feeding organ in elephant evolution
期刊论文
OAI收割
ELIFE, 2024, 卷号: 12, 期号: 1, 页码: 22
作者:
Li, Chunxiao
;
Deng, Tao
;
Wang, Yang
;
Sun, Fajun
;
Wolff, Burt
  |  
收藏
  |  
浏览/下载:18/0
  |  
提交时间:2025/01/03
Miocene
elephant
trunk
mandible
stable isotope
finite element analysis
None
Protective performance of shear stiffening gel-modified foam against ballistic impact: Experimental and numerical study
期刊论文
OAI收割
DEFENCE TECHNOLOGY, 2024, 卷号: 32, 页码: 510-520
作者:
Tu H(涂欢)
;
Yang HW(杨昊玮)
;
Xu, Pengzhao
;
Yang, Zhe
;
Tang F(唐帆)
  |  
收藏
  |  
浏览/下载:22/0
  |  
提交时间:2024/04/29
Ballistic behavior
Composite foam
Shear stiffening gel
Finite element analysis
Protective mechanism
Meso-scale investigation of the effects of groundwater seepage on the thermal performance of borehole heat exchangers
期刊论文
OAI收割
APPLIED THERMAL ENGINEERING, 2024, 卷号: 236, 页码: 14
作者:
Huang, Xian-Wen
;
Wang, Ze Zhou
;
Jiang, Peng-Ming
;
Li, Kai-Qi
;
Tang, Chu-Xuan
  |  
收藏
  |  
浏览/下载:1/0
  |  
提交时间:2025/06/27
Thermal release coefficient
Groundwater seepage
Meso-scale model
Finite-element method
Monte-Carlo simulation
Parametric analysis
Effect of single and dual voids on vertical capacity of large-diameter monopiles in marine clay
期刊论文
OAI收割
MARINE GEORESOURCES & GEOTECHNOLOGY, 2024, 页码: 17
作者:
Peng, Wenzhe
;
Zhao, Minghua
;
Zhang, Ling
;
Zhu, Qin
;
Zhou, Shuai
  |  
收藏
  |  
浏览/下载:2/0
  |  
提交时间:2025/06/27
Large-diameter monopile
vertical bearing capacity
void
marine clay
reduction coefficient
finite element limit analysis
Influence of Various Earth-Retaining Walls on the Dynamic Response Comparison Based on 3D Modeling
期刊论文
OAI收割
CMES-COMPUTER MODELING IN ENGINEERING & SCIENCES, 2024, 卷号: 139, 期号: 3, 页码: 2835-2863
作者:
Akbar, Muhammad
;
Pan, Huali
;
Huang, Jiangcheng
;
Ahmed, Bilal
;
Ou, Guoqiang
  |  
收藏
  |  
浏览/下载:14/0
  |  
提交时间:2024/05/15
Seismic analysis
finite element modeling
earth -retaining ER walls
dynamic response
structural resilience