4.7 Article

On the capability of the Thick Level Set (TLS) damage model to fit experimental data of size and shape effects

期刊

ENGINEERING FRACTURE MECHANICS
卷 184, 期 -, 页码 75-87

出版社

PERGAMON-ELSEVIER SCIENCE LTD
DOI: 10.1016/j.engfracmech.2017.07.014

关键词

Damage; TLS; Concrete; Experimental fit; Size effect; Shape effect

资金

  1. European Research Council through ERC [ERC-XLS N291102]

向作者/读者索取更多资源

Size and shape effects are important issues in predicting the global response of concrete structures. Small-scale tests performed in laboratory to determine the material properties are not enough to simulate large-scale structures. Many models are used to extrapolate small scale results to large scale simulations, but only few are able to recover size and shape effects. Recently a model of graded damage (TLS) has been proposed and comparison with cohesive zone models shows that this new model contains a new degree of freedom, the length of transition between totally damaged material and undamaged zone (ie the process zone size). In this paper, the capability of the model (TLS) to represent size and shape effects for two recently published experimental campaigns is studied. (C) 2017 Elsevier Ltd. All rights reserved.

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