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Steel Fibre Reinforced Concrete Beams with Externally Bonded FRP Laminates
Content Provider | Semantic Scholar |
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Author | Rajeshguna, R. Suguna, Kannan Raghunath, Puthiyaveettil N. |
Copyright Year | 2014 |
Abstract | This paper presents regression equations for predicting the performance characteristics of steel fibre reinforced concrete beams strengthened with glass fibre reinforced polymers (GFRP) laminates. A total of four beams of dimension 150mm x 250mm x 3000mm were cast and tested to study the effectiveness of GFRP on steel fibre reinforced concrete beams. A fibre volume fraction of 1% was used in this study. Beams were strengthened with UDCGFRP laminates of 3mm and 5mm thickness. All the beams were subjected to two-point loading and tested upto failure. Deflections were measured through appropriate instrumentation at all stages of loading. The GFRP strengthened SFRC beams exhibit increased strength and composite action until failure. |
File Format | PDF HTM / HTML |
DOI | 10.24203/ajet.v2i5.1700 |
Volume Number | 2 |
Alternate Webpage(s) | https://ajouronline.com/index.php/AJET/article/download/1700/915 |
Alternate Webpage(s) | https://doi.org/10.24203/ajet.v2i5.1700 |
Language | English |
Access Restriction | Open |
Content Type | Text |
Resource Type | Article |