Uniaxial Compression Performance of Recycled Brick Aggregate Concrete with Basalt Fibers and its Bonding Performance with Steel Bars
This paper systematically analyzes the basic mechanical properties, uniaxial compression performance, and bonding performance of recycled brick aggregate concrete treated with basalt fibers with steel bars. The results show that the addition of recycled brick aggregate not only reduces the basic mec...
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| Format: | Article |
| Language: | English |
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Kaunas University of Technology
2025-07-01
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| Series: | Medžiagotyra |
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| Online Access: | https://matsc.ktu.lt/index.php/MatSc/article/view/41196 |
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| author | Shu SUN XinLiang LIU Zhenyu TAN Hsingwei TAI |
| author_facet | Shu SUN XinLiang LIU Zhenyu TAN Hsingwei TAI |
| author_sort | Shu SUN |
| collection | DOAJ |
| description | This paper systematically analyzes the basic mechanical properties, uniaxial compression performance, and bonding performance of recycled brick aggregate concrete treated with basalt fibers with steel bars. The results show that the addition of recycled brick aggregate not only reduces the basic mechanical properties and uniaxial compression performance of recycled brick aggregate concrete but also reduces the bonding performance between concrete and steel bars. The addition of basalt fiber can increase the cube compressive strength and splitting tensile strength of recycled brick aggregate concrete by 18.66 % and 22.68 %, respectively, and increase the uniaxial compressive stress and strain by
20.59 % and 11.11 %, respectively. Basalt fiber can effectively improve the bonding performance between recycled brick aggregate concrete and steel bars, increasing the peak bonding strength by 1.17 MPa and reducing the peak slip by 0.136 mm. A calculation model for the uniaxial compressive stress of basalt fiber recycled brick aggregate concrete and a calculation model for the bond strength between basalt fiber recycled brick aggregate concrete and steel bars were constructed. |
| format | Article |
| id | doaj-art-af0e718d27b544f3b102f6ab4d8318d8 |
| institution | DOAJ |
| issn | 1392-1320 2029-7289 |
| language | English |
| publishDate | 2025-07-01 |
| publisher | Kaunas University of Technology |
| record_format | Article |
| series | Medžiagotyra |
| spelling | doaj-art-af0e718d27b544f3b102f6ab4d8318d82025-08-20T03:12:09ZengKaunas University of TechnologyMedžiagotyra1392-13202029-72892025-07-0110.5755/j02.ms.4119646450Uniaxial Compression Performance of Recycled Brick Aggregate Concrete with Basalt Fibers and its Bonding Performance with Steel BarsShu SUN0XinLiang LIU1Zhenyu TAN2Hsingwei TAI3Taizhou Polytechnic CollegeChief Engineer of Shandong Qianxun Construction Co., LtdUniversity of MalayaInternational College Krirk University / Huaqiao UniversityThis paper systematically analyzes the basic mechanical properties, uniaxial compression performance, and bonding performance of recycled brick aggregate concrete treated with basalt fibers with steel bars. The results show that the addition of recycled brick aggregate not only reduces the basic mechanical properties and uniaxial compression performance of recycled brick aggregate concrete but also reduces the bonding performance between concrete and steel bars. The addition of basalt fiber can increase the cube compressive strength and splitting tensile strength of recycled brick aggregate concrete by 18.66 % and 22.68 %, respectively, and increase the uniaxial compressive stress and strain by 20.59 % and 11.11 %, respectively. Basalt fiber can effectively improve the bonding performance between recycled brick aggregate concrete and steel bars, increasing the peak bonding strength by 1.17 MPa and reducing the peak slip by 0.136 mm. A calculation model for the uniaxial compressive stress of basalt fiber recycled brick aggregate concrete and a calculation model for the bond strength between basalt fiber recycled brick aggregate concrete and steel bars were constructed.https://matsc.ktu.lt/index.php/MatSc/article/view/41196recycled brick aggregateuniaxial compression performancebasalt fiberbonding performancesteel bar |
| spellingShingle | Shu SUN XinLiang LIU Zhenyu TAN Hsingwei TAI Uniaxial Compression Performance of Recycled Brick Aggregate Concrete with Basalt Fibers and its Bonding Performance with Steel Bars Medžiagotyra recycled brick aggregate uniaxial compression performance basalt fiber bonding performance steel bar |
| title | Uniaxial Compression Performance of Recycled Brick Aggregate Concrete with Basalt Fibers and its Bonding Performance with Steel Bars |
| title_full | Uniaxial Compression Performance of Recycled Brick Aggregate Concrete with Basalt Fibers and its Bonding Performance with Steel Bars |
| title_fullStr | Uniaxial Compression Performance of Recycled Brick Aggregate Concrete with Basalt Fibers and its Bonding Performance with Steel Bars |
| title_full_unstemmed | Uniaxial Compression Performance of Recycled Brick Aggregate Concrete with Basalt Fibers and its Bonding Performance with Steel Bars |
| title_short | Uniaxial Compression Performance of Recycled Brick Aggregate Concrete with Basalt Fibers and its Bonding Performance with Steel Bars |
| title_sort | uniaxial compression performance of recycled brick aggregate concrete with basalt fibers and its bonding performance with steel bars |
| topic | recycled brick aggregate uniaxial compression performance basalt fiber bonding performance steel bar |
| url | https://matsc.ktu.lt/index.php/MatSc/article/view/41196 |
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