Textile-Reinforced Concrete Versus Steel-Reinforced Concrete in Flexural Performance of Full-Scale Concrete Beams
The effectiveness of textile-reinforced concrete (TRC) and steel-reinforced concrete (SRC) in the flexural performance of rectangular concrete beams was investigated in this study. To better understand TRC behaviour, large-scale concrete beams of 120 × 200 × 2600 mm were tested and analysed in this...
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| Format: | Article |
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MDPI AG
2021-10-01
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| Series: | Crystals |
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| Online Access: | https://www.mdpi.com/2073-4352/11/11/1272 |
| _version_ | 1797510736227860480 |
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| author | Fahed Alrshoudi |
| author_facet | Fahed Alrshoudi |
| author_sort | Fahed Alrshoudi |
| collection | DOAJ |
| description | The effectiveness of textile-reinforced concrete (TRC) and steel-reinforced concrete (SRC) in the flexural performance of rectangular concrete beams was investigated in this study. To better understand TRC behaviour, large-scale concrete beams of 120 × 200 × 2600 mm were tested and analysed in this work. Cover thickness, anchoring, and various layouts were all taken into consideration to assess the performance of beams. In addition, bi-axial and uni-axial TRC beams and SRC beams were classified according to the sort and arrangement of reinforcements. The findings showed that anchoring the textiles at both ends enhanced load resistance and prevented sliding. The ultimate load of the tow type of textile reinforcement was higher, attributed to the increased bond. Variations in cover thickness also change the ultimate load and deflection, according to the findings. Consequently, in this investigation, the ideal cover thickness was determined to be 30 mm. Furthermore, for the similar area of reinforcements, the ultimate load of TRC beams was noted up to 56% higher than that of the SRC control beam, while the deflection was roughly 37% lower. |
| first_indexed | 2024-03-10T05:35:34Z |
| format | Article |
| id | doaj.art-8956285cdbc14b9ab2c079c8801ffb77 |
| institution | Directory Open Access Journal |
| issn | 2073-4352 |
| language | English |
| last_indexed | 2024-03-10T05:35:34Z |
| publishDate | 2021-10-01 |
| publisher | MDPI AG |
| record_format | Article |
| series | Crystals |
| spelling | doaj.art-8956285cdbc14b9ab2c079c8801ffb772023-11-22T22:57:11ZengMDPI AGCrystals2073-43522021-10-011111127210.3390/cryst11111272Textile-Reinforced Concrete Versus Steel-Reinforced Concrete in Flexural Performance of Full-Scale Concrete BeamsFahed Alrshoudi0Department of Civil Engineering, College of Engineering, King Saud University, Riyadh 12372, Saudi ArabiaThe effectiveness of textile-reinforced concrete (TRC) and steel-reinforced concrete (SRC) in the flexural performance of rectangular concrete beams was investigated in this study. To better understand TRC behaviour, large-scale concrete beams of 120 × 200 × 2600 mm were tested and analysed in this work. Cover thickness, anchoring, and various layouts were all taken into consideration to assess the performance of beams. In addition, bi-axial and uni-axial TRC beams and SRC beams were classified according to the sort and arrangement of reinforcements. The findings showed that anchoring the textiles at both ends enhanced load resistance and prevented sliding. The ultimate load of the tow type of textile reinforcement was higher, attributed to the increased bond. Variations in cover thickness also change the ultimate load and deflection, according to the findings. Consequently, in this investigation, the ideal cover thickness was determined to be 30 mm. Furthermore, for the similar area of reinforcements, the ultimate load of TRC beams was noted up to 56% higher than that of the SRC control beam, while the deflection was roughly 37% lower.https://www.mdpi.com/2073-4352/11/11/1272textile-reinforced concretetextile fibressteel-reinforced concretelarge-scale beamflexural performance |
| spellingShingle | Fahed Alrshoudi Textile-Reinforced Concrete Versus Steel-Reinforced Concrete in Flexural Performance of Full-Scale Concrete Beams Crystals textile-reinforced concrete textile fibres steel-reinforced concrete large-scale beam flexural performance |
| title | Textile-Reinforced Concrete Versus Steel-Reinforced Concrete in Flexural Performance of Full-Scale Concrete Beams |
| title_full | Textile-Reinforced Concrete Versus Steel-Reinforced Concrete in Flexural Performance of Full-Scale Concrete Beams |
| title_fullStr | Textile-Reinforced Concrete Versus Steel-Reinforced Concrete in Flexural Performance of Full-Scale Concrete Beams |
| title_full_unstemmed | Textile-Reinforced Concrete Versus Steel-Reinforced Concrete in Flexural Performance of Full-Scale Concrete Beams |
| title_short | Textile-Reinforced Concrete Versus Steel-Reinforced Concrete in Flexural Performance of Full-Scale Concrete Beams |
| title_sort | textile reinforced concrete versus steel reinforced concrete in flexural performance of full scale concrete beams |
| topic | textile-reinforced concrete textile fibres steel-reinforced concrete large-scale beam flexural performance |
| url | https://www.mdpi.com/2073-4352/11/11/1272 |
| work_keys_str_mv | AT fahedalrshoudi textilereinforcedconcreteversussteelreinforcedconcreteinflexuralperformanceoffullscaleconcretebeams |