Cracking feature and mechanical behavior of shield tunnel lining simulated by a phase-field modeling method based on spectral decomposition-Reference-Cited by-同舟云学术

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Cracking feature and mechanical behavior of shield tunnel lining simulated by a phase-field modeling method based on spectral decomposition

Published:2022-01 Issue: Volume:119 Page:104246
ISSN:0886-7798
Container-title:Tunnelling and Underground Space Technology
language:en
Short-container-title:Tunnelling and Underground Space Technology

Author:

Wang Feiyang,Huang Hongwei,Zhang Dongming,Zhou Mingling

Funder

National Natural Science Foundation of China

China Scholarship Council

Publisher

Elsevier BV

Subject

Geotechnical Engineering and Engineering Geology,Building and Construction

Reference25 articles.

1. True Stress-True Strain Models for Structural Steel Elements;Arasaratnam;Int. Scholarly Res. Not.,2014

2. On the formulation of anisotropic elastic degradation. I. Theory based on a pseudo-logarithmic damage tensor rate;Carol;Int. J. Solids Struct.,2001

3. Spurious energy dissipation/generation in stiffness recovery models for elastic degradation and damage;Carol;Int. J. Solids Struct.,1996

4. An energy-equivalent d+/d− damage model with enhanced microcrack closure-reopening capabilities for cohesive-frictional materials;Cervera;Materials,2017

5. Repair of displaced shield tunnel of the Taipei rapid transit system;Chang;Tunn. Undergr. Space Technol.,2001

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