A review of continuum damage and plasticity in concrete: Part II – Numerical framework

Author:

Voyiadjis George Z1ORCID,Ahmed Bilal2,Park Taehyo2ORCID

Affiliation:

1. Computational Solid Mechanics Laboratory, Department of Civil and Environmental Engineering, Louisiana State University, Louisiana State University, Baton Rouge, LA, USA

2. Computational Solid and Structural Mechanics Laboratory, Department of Civil and Environmental Engineering, Hanyang University, Hanyang University, Seongdong-gu, Seoul, , Korea

Abstract

In this part II, companion article, we present the numerical review of continuum damage mechanics and plasticity in the context of finite element. The numerical advancements in local, nonlocal, and rate-dependent models are presented. The numerical algorithms, type of elements utilized in numerical analysis, the commercial software’s or in-house codes used for the analysis, iterative schemes, explicit or implicit approaches to solving finite element equations, and degree of continuity of element are discussed in this part. Lastly, some open issues in concrete damage modeling and future research needed are also discussed.

Funder

Korea Agency for Infrastructure Technology Advancement

Publisher

SAGE Publications

Subject

Mechanical Engineering,Mechanics of Materials,General Materials Science,Computational Mechanics

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