Journal
CRYSTALS
Volume 11, Issue 11, Pages -Publisher
MDPI
DOI: 10.3390/cryst11111272
Keywords
textile-reinforced concrete; textile fibres; steel-reinforced concrete; large-scale beam; flexural performance
Funding
- King Saud University, Riyadh, Saudi Arabia [RSP-2021/290]
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The study investigated the effectiveness of textile-reinforced concrete (TRC) and steel-reinforced concrete (SRC) in the flexural performance of rectangular concrete beams. It found that anchoring the textiles at both ends enhanced load resistance and prevented sliding, and that TRC beams exhibited higher ultimate load and lower deflection compared to SRC beams. The ideal cover thickness was determined to be 30 mm for TRC 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 x 200 x 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.
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