Effect of FRP thickness on axial compressive behavior of Glass Fiber Reinforced Polymer confined lightweight concrete cylinders

被引：0

作者：

Fanggi, B. A. L. ^{[1
]}

Lake, A. G. ^{[1
]}

Dumin, L. ^{[1
]}

Wadu, A. ^{[1
]}

Lada, Y. A. A. ^{[1
]}

Mauta, M. C. ^{[1
]}

机构：

[1] Politekn Negeri Kupang, Dept Civil Engn, Kupang Ntt 85148, Indonesia

来源：

5TH ANNUAL APPLIED SCIENCE AND ENGINEERING CONFERENCE (AASEC 2020) | 2021年 / 1098卷

关键词：

STRENGTH; COMPOSITE;

D O I：

10.1088/1757-899X/1098/2/022049

中图分类号：

TP301 [理论、方法];

学科分类号：

081202 ;

摘要：

It is well known that FRP can improve the performance of concrete. However, the effectiveness of FRP to enhance the performance of lightweight concrete is less explored. This study aims to investigate the effect of FRP thickness on the axial compressive behavior of GFRP-confined lightweight concrete cylinders. Nine lightweight concrete specimens wrapped with 0, 1, 2, and 3 sheets of GFRP were manufactured and tested until failure. The test confirms that the thicker specimens experienced higher axial stress and strain compared to the thinner ones.

引用

页数：5

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