Numerical Integration Scheme for Coupled Elastoplastic–Viscoplastic Constitutive Law for Tunnels-Reference-Cited by-同舟云学术

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Numerical Integration Scheme for Coupled Elastoplastic–Viscoplastic Constitutive Law for Tunnels

Published:2022-10 Issue:10 Volume:22 Page:
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Quevedo Felipe Pinto da Motta¹^ORCID,Bernaud Denise²,Maghous Samir²

Affiliation:

1. Federal Univ. of Rio Grande do Sul, Av. Osvaldo Aranha, 99, Zip-Code 90.035-190 Porto Alegre, RS, Brazil (corresponding author). ORCID: .

2. Federal Univ. of Rio Grande do Sul, Av. Osvaldo Aranha, 99, Zip-Code 90.035-190 Porto Alegre, RS, Brazil.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Link

https://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GM.1943-5622.0002512

Reference26 articles.

1. Barla, G., M. Bonini, and D. Debernardi. 2008. “Time dependent deformations in squeezing tunnels.” In Proc., 12th Int. Conf. of International Association for Computer Methods and Advances in Geomechanics, 1–6. Goa, India: International Assocaition for Computer Methods & Advances in Geomechanics (IACMAG).

2. Belytschko, T., W. K. Liu, and B Moran. 2000. Nonlinear finite elements for continua and structures. Hoboken, NJ: Jhon Wiley and Sons.

3. Bernaud D. 1991. “Tunnels profonds dans les milieux viscoplastiques: Approches expérimentale et numérique.” Ph.D. thesis Dept. of Civil Engineering Ecole Nationale des Ponts et Chaussées.

4. Plasticity for Structural Engineers

5. Numerical stability in quasi-static elasto/visco-plasticity

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