| Type of Material: | Thesis |
| Title: | BEHAVIOUR OF PRESTRESSED CONCRETE BEAMS STRENGTHENED WITH FIBRE REINFORCED POLYMER LAMINATES |
| Researcher: | D. S. VIJAYAN |
| Guide: | J. REVATHY |
| Department: | Department of Civil Engineering |
| Publisher: | Bharath University, Chennai |
| Place: | Chennai |
| Year: | 2017 |
| Language: | English |
| Subject: | Root Mean Squared Error | Mean Squared Error | Sum of Squared Errors | Glass Fiber Reinforced Polymer | Aramid Fiber | Woven Roving | Crack Pattern and Failure Mode | Civil Engineering | Engineering and Technology |
| Dissertation/Thesis Note: | PhD; Department of Civil Engineering, Bharath University, Chennai, Chennai; 2017; D13CE002 |
| Fulltext: | Shodhganga |
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| 008 | __ | 240912t2017||||ii#||||g|m||||||||||eng|| |
| 035 | __ | |a(IN-AhILN)th_454449 |
| 040 | __ | |aBHAU_600073|dIN-AhILN |
| 041 | __ | |aeng |
| 100 | __ | |aD. S. VIJAYAN|eResearcher |
| 110 | __ | |aDepartment of Civil Engineering|bBharath University, Chennai|dChennai|ein |
| 245 | __ | |aBEHAVIOUR OF PRESTRESSED CONCRETE BEAMS STRENGTHENED WITH FIBRE REINFORCED POLYMER LAMINATES |
| 260 | __ | |aChennai|bBharath University, Chennai|c2017 |
| 300 | __ | |dDVD |
| 502 | __ | |cDepartment of Civil Engineering, Bharath University, Chennai, Chennai|d2017|oD13CE002|bPhD |
| 518 | __ | |d2013-01-09|oDate of Registration |
| 520 | __ | |aStrengthening of pre-stressed concrete structures using Fiber Reinforced Polymer (FRP) shows better promise for extending their service life. Knowledge about the actual performance of the strengthened members is an essential prerequisite for an effective application of the technology. The main objective of this research work is to evaluate the static response of pre-stressed concrete beams strengthened with externally bonded Fiber Reinforced Polymer (GFRP) laminates at the soffit of beam. A total of fourteen beams of 3 m length and 150 mm x 250 mm in cross-section were cast and tested in the laboratory. Two unbounded post-tensioned beams served as reference beams and the remaining twelve beams were strengthened with GFRP laminates on their soffit. 7 beams cast with M35 grade concrete were strengthened with three different GFRP laminates having two different thicknesses 3 mm and 5 mm and tested under monotonically increasing loading and manual readings were recorded. Remaining 7 beams cast with M60 grade con |
| 650 | __ | |aCivil Engineering|2UGC |
| 650 | __ | |aEngineering and Technology|2AIU |
| 653 | __ | |aRoot Mean Squared Error |
| 653 | __ | |aMean Squared Error |
| 653 | __ | |aSum of Squared Errors |
| 653 | __ | |aGlass Fiber Reinforced Polymer |
| 653 | __ | |aAramid Fiber |
| 653 | __ | |aWoven Roving |
| 653 | __ | |aCrack Pattern and Failure Mode |
| 700 | __ | |eGuide|aJ. REVATHY |
| 856 | __ | |uhttp://shodhganga.inflibnet.ac.in/handle/10603/170864|yShodhganga |
| 905 | __ | |afromsg |
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