A length scale insensitive phase‐field model for fully coupled thermo‐mechanical fracture in concrete at high temperatures-Reference-Cited by-同舟云学术

A length scale insensitive phase‐field model for fully coupled thermo‐mechanical fracture in concrete at high temperatures

Published:2022-07-18 Issue:14 Volume:46 Page:2725-2753
ISSN:0363-9061
Container-title:International Journal for Numerical and Analytical Methods in Geomechanics
language:en
Short-container-title:Num Anal Meth Geomechanics

Author:

Wu Jian‐Ying¹²^ORCID,Chen Wan‐Xin²,Zhou Hao²

Affiliation:

1. State Key Laboratory of Subtropical Building Science South China University of Technology Guangzhou China

2. Department of Civil Engineering South China University of Technology Guangzhou China

Funder

National Natural Science Foundation of China

Publisher

Wiley

Subject

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

Link

Reference104 articles.

4. AnderbergY.Spalling Phenomena of HPC and OC. Technical Report NIST Special Publication 919.National Institute of Standards and Technology;1997.

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