4.5 Article

Shape optimization of concrete free-form shells considering material damage

期刊

ENGINEERING OPTIMIZATION
卷 54, 期 12, 页码 1981-1998

出版社

TAYLOR & FRANCIS LTD
DOI: 10.1080/0305215X.2021.1968854

关键词

Free-form shells; shape optimization; concrete damage; numerical algorithm

资金

  1. National Natural Science Foundation of China [51978240, 51808194]
  2. Fundamental Research Funds for the Central Universities (CN) [B200202089]

向作者/读者索取更多资源

This article presents a framework for shape optimization of concrete free-form shells while considering concrete damage. Through a series of numerical examples, the proposed algorithm is validated and the effects of material damage on optimal results are investigated.
Shape optimization is a pervasive tool for designing concrete free-form shells. However, the existing shape optimization approaches for free-form shells usually assume the material is purely elastic without considering material damage, which may produce undesired results in real-world structural applications, especially in the case of concrete structures. In this article, a framework is presented for performing the shape optimization of concrete free-form shells while considering concrete damage. In the proposed optimization algorithm, the Mazars model is coupled with finite element analysis for modelling structural responses subjected to material damage. Through a series of numerical examples, the proposed algorithm is validated and the effects of material damage on optimal results are investigated. It is demonstrated that the consideration of material damage leads to a more robust design, which highlights the importance of accounting for the material damage during the shape optimization process of concrete free-form shells.

作者

我是这篇论文的作者
点击您的名字以认领此论文并将其添加到您的个人资料中。

评论

主要评分

4.5
评分不足

次要评分

新颖性
-
重要性
-
科学严谨性
-
评价这篇论文

推荐

暂无数据
暂无数据