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2020年 第14卷 第3期

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《结构与土木工程前沿（英文）》 >> 2020年 第14卷 第3期 doi: 10.1007/s11709-020-0573-z

Computational modeling of fracture in concrete: A review

. Institute of Structural Mechanics, Bauhaus Universität Weimar, Weimar 99423, Germany.. Teknik Sipil, Politeknik Negeri Bandung, Gegerkalong Hilir Ds.Ciwaruga, Bandung 40012, Indonesia

收稿日期： 2020-04-04 录用日期： 2020-05-21 发布日期： 2020-05-21
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This paper presents a review of fracture modeling of concrete. The complex material, such as concrete, has been widely used in construction industries and become trending issue in the last decades. Based on comprehensive literature review, there are two main approaches considered to-date of concrete fracture modeling, such as macroscopic and micromechanical models. The purpose of this review is to provide insight comparison from different techniques in modeling of fracture in concrete which are available. In the first section, an overview of fracture modeling in general is highlighted. Two different approaches both of macroscopic and micromechanical models will be reviewed. As heterogeneity of concrete material is major concern in micromechanical-based concrete modeling, one section will discuss this approach. Finally, the summary from all of reviewed techniques will be pointed out before the future perspective is given.

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