Type of Material: | Thesis |
Title: | Investigation On RC Beams Strengthened With Hybrid Fibre Reinforced Polymer Laminates |
Researcher: | Hemapriya,M |
Guide: | Venkata Krishnaiah, R |
Department: | Department of Civil Engineering |
Publisher: | Bharath University, Chennai |
Place: | Chennai |
Year: | 2022 |
Language: | English |
Subject: | Engineering | Engineering and Technology | Engineering Civil | Civil Engineering | Engineering and Technology |
Dissertation/Thesis Note: | PhD; Department of Civil Engineering, Bharath University, Chennai, Chennai; 2022; D18CE501 |
Fulltext: | Shodhganga |
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001 | 455143 | |
003 | IN-AhILN | |
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008 | __ | 240923t2022||||ii#||||g|m||||||||||eng|| |
035 | __ | |a(IN-AhILN)th_455143 |
040 | __ | |aBHAU_600073|dIN-AhILN |
041 | __ | |aeng |
100 | __ | |aHemapriya,M|eResearcher |
110 | __ | |aDepartment of Civil Engineering|bBharath University, Chennai|dChennai|ein|0U-0446 |
245 | __ | |aInvestigation On RC Beams Strengthened With Hybrid Fibre Reinforced Polymer Laminates |
260 | __ | |aChennai|bBharath University, Chennai|c2022 |
300 | __ | |dDVD |
502 | __ | |cDepartment of Civil Engineering, Bharath University, Chennai, Chennai|d2022|oD18CE501|bPhD |
518 | __ | |d2022|oDate of Award |
520 | __ | |aA new retrofitting technique based on the combination of GFRP and CFRP laminates which are compatible with concrete is presently developed, this technique overcomes some of the draw backs like the mismatch of their tensile strength and the stiffness with that of the concrete element being retrofitted. This paper describes the performance of the reinforced concrete beams strengthened with a thin layer of CFRP laminate over GFRP laminate layer. The special characteristics of Hybrid laminates (Glass and Carbon) make them specifically suitable for repairing and retrofitting existing concrete structural elements. It will be shown that there is noticeable increase in capacity of reinforced beams strengthened by using Hybrid laminates adhesive bonded to the prepared surface of the beams. Three patterns of wrapping followed for the study ie.U-Wrap pattern, Bottom/soffit of the beam throughout its length and at sides of the beam for the entire length of the beam. Un-strengthened beams ie. Control beams failed at 75 |
650 | __ | |aCivil Engineering|2UGC |
650 | __ | |aEngineering and Technology|2AIU |
653 | __ | |aEngineering |
653 | __ | |aEngineering and Technology |
653 | __ | |aEngineering Civil |
700 | __ | |aVenkata Krishnaiah, R|eGuide |
856 | __ | |uhttp://shodhganga.inflibnet.ac.in/handle/10603/437816|yShodhganga |
905 | __ | |afromsg |
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