| Type of Material: | Thesis |
| Title: | Effect of Strengthening Schemes on Performance of Rc Beams Retrofitted With GFRP CFRP And Ultra High Strength Concrete |
| Researcher: | MEIKANDAAN, T P |
| Guide: | IRUSAPPARAJAN, G |
| Department: | Department of Civil Engineering |
| Publisher: | Bharath University, Chennai |
| Place: | Chennai |
| Year: | 2020 |
| 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; 2020; D14CE007 |
| Fulltext: | Shodhganga |
| 000 | 00000ntm a2200000ua 4500 | |
| 001 | 454663 | |
| 003 | IN-AhILN | |
| 005 | 2024-09-18 11:44:36 | |
| 008 | __ | 240918t2020||||ii#||||g|m||||||||||eng|| |
| 035 | __ | |a(IN-AhILN)th_454663 |
| 040 | __ | |aBHAU_600073|dIN-AhILN |
| 041 | __ | |aeng |
| 100 | __ | |aMEIKANDAAN, T P|eResearcher |
| 110 | __ | |aDepartment of Civil Engineering|bBharath University, Chennai|dChennai|ein |
| 245 | __ | |aEffect of Strengthening Schemes on Performance of Rc Beams Retrofitted With GFRP CFRP And Ultra High Strength Concrete |
| 260 | __ | |aChennai|bBharath University, Chennai|c2020 |
| 300 | __ | |dDVD |
| 502 | __ | |bPhD|cDepartment of Civil Engineering, Bharath University, Chennai, Chennai|d2020|oD14CE007 |
| 520 | __ | |aStructural strengthening of reinforced concrete (RC) structural elements has become essential due to several reasons, namely, (i) to meet the up-gradation of existing structures due to the infrastructure development (ii) excessive deflection, cracking, inadequate ultimate strength (iii) to carry higher permissible loads (iv) design faults (v) poor construction practices (vi) poor durability etc. Sometimes, structures/components may be subjected to overloads, which will cause more cracking and reduction in stiffness/strength. There are several popular techniques, namely, externally bonded steel plates, concrete jacketing, fibre reinforced laminates or sheets, external prestressing/external bar reinforcement technique are available to address repair and retrofitting of RC structural components. Recently, cementitious based material, namely, ultra high strength concrete or ultra high performance concrete is being used as strengthening material. Each technique/retrofit material has its own merits and limitation |
| 650 | __ | |aCivil Engineering|2UGC |
| 650 | __ | |aEngineering and Technology|2AIU |
| 653 | __ | |aEngineering |
| 653 | __ | |aEngineering and Technology |
| 653 | __ | |aEngineering Civil |
| 700 | __ | |aIRUSAPPARAJAN, G|eGuide |
| 856 | __ | |uhttp://shodhganga.inflibnet.ac.in/handle/10603/309989|yShodhganga |
| 905 | __ | |afromsg |
User Feedback Comes Under This section.