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Experimental Analysis of Bearing Capacity of Basalt Fiber Reinforced Concrete Short Columns under Axial Compression

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成果类型:
期刊论文
作者:
Wang, Xinzhong;Yang, Yiming;Yang, Rihua;Liu, Peng
通讯作者:
Yang, Y.;Liu, P.
作者机构:
[Yang, Rihua; Wang, Xinzhong; Yang, Yiming] Hunan City Univ, Sch Civil Engn, Yiyang 413000, Peoples R China.
[Wang, Xinzhong] Hunan City Univ, Hunan Engn Res Ctr Struct Safety & Disaster Preve, Yiyang 413000, Peoples R China.
[Liu, Peng] Cent South Univ, Sch Civil Engn, Changsha 410013, Peoples R China.
通讯机构:
[Yiming Yang] S
[Peng Liu] A
Authors to whom correspondence should be addressed.<&wdkj&>School of Civil Engineering, Central South University, Changsha 410013, China<&wdkj&>School of Civil Engineering, Hunan City University, Yiyang 413000, China<&wdkj&>Authors to whom correspondence should be addressed.
语种:
英文
关键词:
basalt-fiber-reinforced concrete;concrete compressive strength;construction performance;ultimate bearing capacity;finite element analysis
期刊:
Coatings
ISSN:
2079-6412
年:
2022
卷:
12
期:
5
页码:
654-
基金类别:
Conceptualization, X.W.; methodology, X.W., R.Y. and P.L.; software, X.W.; validation, X.W. and Y.Y.; writing—original draft preparation, X.W. and Y.Y.; writing—review and editing, X.W., Y.Y., R.Y. and P.L.; supervision, R.Y. and P.L.; and funding acquisition, X.W., Y.Y. and R.Y. All authors have read and agreed to the published version of the manuscript. This research was funded by the Hunan Provincial Natural Science Foundation of China (Grant Nos. 2021JJ50153, 2022JJ40024, and 2021JJ50156) and the Research Foundation of Education Bureau of Hunan Province (Grant Nos. 18A401, 21B0723, and 19C0343).
机构署名:
本校为第一机构
院系归属:
土木工程学院
摘要:
Adding basalt fiber to concrete can improve the mechanical properties of concrete, and it is also one of the best ways to enhance the ultimate bearing capacity of concrete structure. In this paper, the construction performance and the compressive strength of basalt-fiber-reinforced concrete (BFRC) with five kinds of fiber lengths and eight kinds of fiber volume content subjected to an axial load are systematically investigated. The optimum fiber length and fiber volume content are obtained by comprehensively considering the construction perform...

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