Experimental study on the mechanical properties of short-cut basalt fiber reinforced concrete under large eccentric compression
Abstract This study investigates the impact of basalt fiber on the mechanical properties of reinforced concrete members, with a specific focus on their behavior under large eccentric compression. A series of large eccentric compression tests were conducted on basalt fiber-reinforced concrete (BFRC)...
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| Language: | English |
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Nature Portfolio
2025-03-01
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| Series: | Scientific Reports |
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| Online Access: | https://doi.org/10.1038/s41598-025-94964-5 |
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| author | Xinzhong Wang Linshu Li Mei Wei Yi Xiang Yuexing Wu Biao Zhou Yuwen Sun Weidong Cheng |
| author_facet | Xinzhong Wang Linshu Li Mei Wei Yi Xiang Yuexing Wu Biao Zhou Yuwen Sun Weidong Cheng |
| author_sort | Xinzhong Wang |
| collection | DOAJ |
| description | Abstract This study investigates the impact of basalt fiber on the mechanical properties of reinforced concrete members, with a specific focus on their behavior under large eccentric compression. A series of large eccentric compression tests were conducted on basalt fiber-reinforced concrete (BFRC) members with varying parameters. The failure characteristics, ultimate bearing capacity, cracking load, crack width, and other relevant factors were thoroughly analyzed. The results indicate that the mechanical properties of BFRC components are significantly improved compared to traditional concrete using basalt fiber reinforced concrete. Specifically, the ultimate bearing capacity increased by up to 30.3%, while the cracking load exhibit ed a notable increase of up to 42.9%. Notably, BFRC members displayed enhanced loading characteristics, including delayed crack initiation, a greater number of cracks, and a smaller maximum crack width. A comprehensive data simulation was performed, leading to the development of a calculation formula for the maximum crack width of BFRC members under large eccentric compression. |
| format | Article |
| id | doaj-art-e4eca35b623c4845b30de528686d57f0 |
| institution | OA Journals |
| issn | 2045-2322 |
| language | English |
| publishDate | 2025-03-01 |
| publisher | Nature Portfolio |
| record_format | Article |
| series | Scientific Reports |
| spelling | doaj-art-e4eca35b623c4845b30de528686d57f02025-08-20T02:10:10ZengNature PortfolioScientific Reports2045-23222025-03-0115111210.1038/s41598-025-94964-5Experimental study on the mechanical properties of short-cut basalt fiber reinforced concrete under large eccentric compressionXinzhong Wang0Linshu Li1Mei Wei2Yi Xiang3Yuexing Wu4Biao Zhou5Yuwen Sun6Weidong Cheng7College of Civil Engineering, Hunan City UniversityCollege of Civil Engineering, Hunan City UniversityHunan Arts And Crafts Vocational CollegeCollege of Civil Engineering, Hunan City UniversityCollege of Civil Engineering, Hunan City UniversityCollege of Civil Engineering, Hunan City UniversityCollege of Civil Engineering, Hunan City UniversityCollege of Civil Engineering, Hunan City UniversityAbstract This study investigates the impact of basalt fiber on the mechanical properties of reinforced concrete members, with a specific focus on their behavior under large eccentric compression. A series of large eccentric compression tests were conducted on basalt fiber-reinforced concrete (BFRC) members with varying parameters. The failure characteristics, ultimate bearing capacity, cracking load, crack width, and other relevant factors were thoroughly analyzed. The results indicate that the mechanical properties of BFRC components are significantly improved compared to traditional concrete using basalt fiber reinforced concrete. Specifically, the ultimate bearing capacity increased by up to 30.3%, while the cracking load exhibit ed a notable increase of up to 42.9%. Notably, BFRC members displayed enhanced loading characteristics, including delayed crack initiation, a greater number of cracks, and a smaller maximum crack width. A comprehensive data simulation was performed, leading to the development of a calculation formula for the maximum crack width of BFRC members under large eccentric compression.https://doi.org/10.1038/s41598-025-94964-5Basalt fiber reinforced concrete columnLarge eccentric compressionMechanical propertiesCracking |
| spellingShingle | Xinzhong Wang Linshu Li Mei Wei Yi Xiang Yuexing Wu Biao Zhou Yuwen Sun Weidong Cheng Experimental study on the mechanical properties of short-cut basalt fiber reinforced concrete under large eccentric compression Scientific Reports Basalt fiber reinforced concrete column Large eccentric compression Mechanical properties Cracking |
| title | Experimental study on the mechanical properties of short-cut basalt fiber reinforced concrete under large eccentric compression |
| title_full | Experimental study on the mechanical properties of short-cut basalt fiber reinforced concrete under large eccentric compression |
| title_fullStr | Experimental study on the mechanical properties of short-cut basalt fiber reinforced concrete under large eccentric compression |
| title_full_unstemmed | Experimental study on the mechanical properties of short-cut basalt fiber reinforced concrete under large eccentric compression |
| title_short | Experimental study on the mechanical properties of short-cut basalt fiber reinforced concrete under large eccentric compression |
| title_sort | experimental study on the mechanical properties of short cut basalt fiber reinforced concrete under large eccentric compression |
| topic | Basalt fiber reinforced concrete column Large eccentric compression Mechanical properties Cracking |
| url | https://doi.org/10.1038/s41598-025-94964-5 |
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