Failure Patterns of Reinforced Lightweight Aggregate Concrete (RLAC) Walls after High Temperature

被引:0
|
作者
Chi, Jen-Hao [1 ]
Hsu, Yu-Chang [2 ]
Chen, How-Ji
机构
[1] Wu Feng Univ, Dept Fire Sci, 117 Jianguo Rd,Sec 2, Chiayi 62153, Taiwan
[2] Natl Chung Hsing Univ, Dept Civil Engn, 250 Kuo Kuang Rd, Taichung 40227, Taiwan
关键词
Reinforced lightweight aggregate concrete(RLAC) walls; Fire-resistance test; Failure patterns; Reinforced normalweight aggregate concrete wall (RNAC);
D O I
暂无
中图分类号
T [工业技术];
学科分类号
08 ;
摘要
This study utilizes and sinters the reservoir sediment to produce high-quality lightweight aggregates. Not only does the recycling of reservoir sediment into useful building material save resources, but it also increases the reservoir capacity, prolongs reservoir life, and is more conducive to environmental protection. This research focuses on this kind of reinforced lightweight aggregate concrete (RLAC) walls. After performing a standard temperature rising fire-resistance test, the failure patterns behavior of the wall sample are studied under a lateral horizontal load. The research results showed that the reinforced lightweight aggregate concrete wall retained its mechanics after the fire-resistance test. The test results also showed that RLAC and reinforced normalweight aggregate concrete (RNAC) walls exerted the same influence on failure patterns.
引用
收藏
页码:50 / 54
页数:5
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