4.7 Article

Mechanical properties of geopolymer concrete exposed to dynamic compression under elevated temperatures

期刊

CERAMICS INTERNATIONAL
卷 42, 期 3, 页码 3888-3898

出版社

ELSEVIER SCI LTD
DOI: 10.1016/j.ceramint.2015.11.055

关键词

Elevated temperature; Geopolymer concrete; Dynamic compressive properties; Critical strain; Strain rate effect

资金

  1. National Natural Science Foundations of China [51208507, 51378497]

向作者/读者索取更多资源

Through adoption of a self-designed high temperature SHPB apparatus herein, an experimental study is made on the mechanical properties of geopolymer concrete (GC) exposed to dynamic compression under elevated temperatures. As the results have turned out, the weight loss is remarkable within temperature ranges from room temperature to 200 degrees C as well as from 600 degrees C to 800 degrees C. The dynamic compressive strength of GC grows higher at 200 degrees C than at room temperature, but suffers a dramatic drop at 800 degrees C. The critical strain is higher at elevated temperature than that at room temperature. At 200 degrees C and 600 degrees C, respectively, its energy absorption property is superior to that at room temperature. However, at 400 degrees C and 800 degrees C, respectively, it is inferior to that at room temperature. The strain rate effect of the dynamic increase factor (DM) obtained from test data can reflect the inherent nature of GC. The DIF assumes a linear relationship with the logarithm of strain rate. (C) 2015 Elsevier Ltd and Techna Group S.r.l. All rights reserved.

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