Research Article
Influence of Number of FRP layer on Compressive Behavior of FRP-Confined Lightweight Concrete
@INPROCEEDINGS{10.4108/eai.18-10-2019.2289918, author={Butje A. Louk Fanggi and Melinda R.S. Moata and Ambrosius R.L. Wayan and Abia E. Mata and Merna Benu}, title={Influence of Number of FRP layer on Compressive Behavior of FRP-Confined Lightweight Concrete}, proceedings={Proceedings of the 1st International Conference on Engineering, Science, and Commerce, ICESC 2019, 18-19 October 2019, Labuan Bajo, Nusa Tenggara Timur, Indonesia}, publisher={EAI}, proceedings_a={ICESC}, year={2019}, month={12}, keywords={frp lightweight concrete axial stress axial strain}, doi={10.4108/eai.18-10-2019.2289918} }- Butje A. Louk Fanggi
Melinda R.S. Moata
Ambrosius R.L. Wayan
Abia E. Mata
Merna Benu
Year: 2019
Influence of Number of FRP layer on Compressive Behavior of FRP-Confined Lightweight Concrete
ICESC
EAI
DOI: 10.4108/eai.18-10-2019.2289918
Abstract
This paper presents the results of an experimental study that was undertaken to investigate the effects of the number of FRP layer on the compressive behavior of fiber-reinforced polymer-Confined Lightweight Concrete Columns (FCLCs). A total of 6 lightweight concrete were manufactured and tested under axial compression. The results indicate lightweight concrete in a FCLCs system is confined effectively by FRP. The results also suggest that increasing the number of FRP layer leads to an increase in the ultimate axial stress and strain of concrete FCLCs
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