4.7 Review

Dynamic performance of rubberised concrete and its structural applications ? An overview

期刊

ENGINEERING STRUCTURES
卷 234, 期 -, 页码 -

出版社

ELSEVIER SCI LTD
DOI: 10.1016/j.engstruct.2021.111990

关键词

Rubberised concrete; Dynamic mechanical properties; Damping ratio; Impact and collision resistance; Energy absorption; Ductility and brittleness; Seismic loads

资金

  1. Australian Government through the RTPi scholarship
  2. University of South Australia through the RTPi scholarship

向作者/读者索取更多资源

Rubberised concrete shows superior properties at high strain rates and is suitable for civil engineering applications. Compared to traditional concrete, rubberised concrete performs better in reinforced concrete structural applications, exhibiting advantages in high velocity impact, blast loads, and improved ductile performance under dynamic loads.
Rubberised concrete is an eco-friendly material with reasonable mechanical strengths for potential civil engineering applications. Recent research has proved that rubberised concrete has superior properties at high strain rates such as dynamic compressive strength, dynamic splitting tensile strength, dynamic flexural strength, impact and collision resistance, repeated and reversed cyclic loads, and seismic loads. This paper presents in depth classification and summary of over ninety published articles on rubberised concrete dynamic properties and its structural applications where the dynamic properties are dominant and high strength of concrete is not necessary. The results show that structural applications such as reinforced concrete slabs, columns, beams, and walls with rubberised concrete exhibit better performance under high velocity impact and collision, bullet resistance, and blast loads compared with traditional concrete. In addition, rubberised concrete has high sensitivity to strain loading rates, high energy dissipation and ductile performance under dynamic loads compared to traditional concrete. A significant improvement in the behaviour of structural members under cyclic and seismic loads, including ductility, energy dissipation, stiffness degradation was observed. On the other hand, the reduction in load carrying capacity is significantly smaller than the reduction in the concrete strength of rubberised concrete compared with traditional concrete.

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

4.7
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