Mechanical behavior of porous solid considering mesoscopic elastic buckling-Reference-Cited by-同舟云学术

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Mechanical behavior of porous solid considering mesoscopic elastic buckling

Published:2020-05 Issue:7 Volume:44 Page:962-982
ISSN:0363-9061
Container-title:International Journal for Numerical and Analytical Methods in Geomechanics
language:en
Short-container-title:Int J Numer Anal Methods Geomech

Author:

Zhang Hao‐Yue¹,Hu Xiao‐Xong¹,Zhao Gao‐Feng¹^ORCID

Affiliation:

1. State Key Laboratory of Hydraulic Engineering Simulation and Safety, School of Civil EngineeringTianjin University Tianjin 300072 China

Funder

National Natural Science Foundation of China

State Key Laboratory for GeoMechanics and Deep Underground Engineering

Publisher

Wiley

Subject

Mechanics of Materials,Geotechnical Engineering and Engineering Geology,General Materials Science,Computational Mechanics

Link

https://onlinelibrary.wiley.com/doi/pdf/10.1002/nag.3029

Reference32 articles.

1. Saksala T.(2019). On the strain rate sensitivity of coarse‐grained rock: a mesoscopic numerical study. Rock Mechanics and Rock Engineering 1‐12.

2. Unit cell simulations and porous plasticity modelling for strongly anisotropic FCC metals;Dæhli LEB;European Journal of Mechanics‐A/Solids,2017

3. A Pore-Scale Study of Fracture Dynamics in Rock Using X-ray Micro-CT Under Ambient Freeze–Thaw Cycling

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