Finite element analysis of bending performance of basalt fiber reinforced concrete beam

被引：0

作者：

Wang, Cong ^{[1
]}

Pei, Changchun ^{[1
]}

机构：

[1] Yanbian Univ, Dept Struct Engn, Coll Engn, Yanji 133002, Peoples R China

来源：

PROCEEDINGS OF THE 2017 5TH INTERNATIONAL CONFERENCE ON MACHINERY, MATERIALS AND COMPUTING TECHNOLOGY (ICMMCT 2017) | 2017年 / 126卷

关键词：

basalt fiber; reinforcement ratio; finite element analysis; recycled concrete beam; bending performance;

D O I：

暂无

中图分类号：

T [工业技术];

学科分类号：

08 ;

摘要：

In this paper, through different reinforcement ratio and basalt fiber content, ultimate bearing capacity, stress-strain of regenerated concrete beam of basalt fiber were studied. As the result, basalt fiber reinforced the flexural performance of the recycled concrete beam obviously, the proper ratio of reinforcement can obviously enhance the flexural behavior of the basalt fiber recycled concrete beam too. Through simulation analysis, when the basalt fiber content is 2kg/m(3), the bending strength of basalt fiber regenerated concrete beam is the most obvious. The formula of yield bearing capacity about basalt fiber regenerated concrete beam fiber is simulated, the error between the calculated value and the simulated value is within 5%.

引用

页码：168 / 173

页数：6

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