A gradient enhanced transversely isotropic damage plasticity model for rock ‐ formulation and comparison of different approaches-Reference-Cited by-同舟云学术

A gradient enhanced transversely isotropic damage plasticity model for rock ‐ formulation and comparison of different approaches

Published:2022-01-21 Issue:5 Volume:46 Page:933-960
ISSN:0363-9061
Container-title:International Journal for Numerical and Analytical Methods in Geomechanics
language:en
Short-container-title:Num Anal Meth Geomechanics

Author:

Mader Thomas¹^ORCID,Schreter Magdalena¹^ORCID,Hofstetter Günter¹^ORCID

Affiliation:

1. Department of Basic Sciences in Engineering Sciences, Unit of Strength of Materials and Structural Analysis University of Innsbruck Innsbruck Austria

Funder

Tiroler Wissenschaftsförderung

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.3327

Reference42 articles.

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2. A damage plasticity model for different types of intact rock

3. Laboratory investigation of the mechanical behaviour of Tournemire shale

4. HoekE Carranza‐TorresC&CorkumBHoek‐Brown failure criterion – 2002 edition. In: Hammah R ed. Proceedings of the 5th North American Rock Mechanics Symposium and the 17th Tunnelling Association of Canada Toronto ON: University of Toronto Press; 2002:267‐273.

5. Damage-plastic model for concrete failure

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