| People | Locations | Statistics |
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| Seuring, Stefan |
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| Nor Azizi, S. |
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| Pato, Margarida Vaz |
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| Kölker, Katrin |
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| Huber, Oliver |
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| Király, Tamás |
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| Spengler, Thomas Stefan |
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| Al-Ammar, Essam A. |
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| Dargahi, Fatemeh |
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| Mota, Rui |
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| Mazalan, Nurul Aliah Amirah |
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| Macharis, Cathy | Brussels |
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| Arunasari, Yova Tri |
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| Nunez, Alfredo | Delft |
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| Bouhorma, Mohammed |
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| Bonato, Matteo |
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| Fitriani, Ira |
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| Autor Correspondente Coelho, Sílvia. |
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| Pond, Stephen |
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| Okwara, Ukoha Kalu |
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| Toufigh, Vahid |
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| Campisi, Tiziana | Enna |
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| Ermolieva, Tatiana |
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| Sánchez-Cambronero, Santos |
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| Agzamov, Akhror |
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Prabhakara, R.
in Cooperation with on an Cooperation-Score of 37%
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Publications (11/11 displayed)
- 2023Experimental and Analytical Comparative Analysis on Effectiveness of Different Wrapping Techniques for Two Way RC Slabs Using Different International Guidelines
- 2022Investigations on Compression Behaviour of Short Reinforced SCC Columns
- 2021Removal Efficiency of Heavy Metals by Washing the Contaminated Soil Using Effective Leaching Agents
- 2021Dynamic Response of RC Slab Under Drop Test Retrofitted with CFRP Strips Using NSM Techniquecitations
- 2021Experimental Studies to Demonstrate the Effect of Clamping Reinforcement on Shear Strength of GPC Adopting Push-Off Specimens
- 2021Experimental investigation on flexural strengthening of RC slabs using natural fiber reinforced polymer composites (NFRPC)citations
- 2021Performance-Based Economic Evaluation of Retrofitted Slabs with Different FRP’s and Different Configurationscitations
- 2021Application of Artificial Neural Network (ANN) in the Prediction of Displacement of RC Frame Subjected to Earthquakecitations
- 2021Effect of Steel Ratio on Dynamic Response of HSC Two Way Slab Strengthened by Entrenched CFRP Strips Using Drop Test
- 2021Studies on Rotation Capacity and Torsional Strength of Normal, Medium- and High-Strength RC Beams
- 2018Flexural strengthening of RC beams with externally bonded (EB) techniques using prestressed and non-prestressed CFRP laminatecitations
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document
Flexural strengthening of RC beams with externally bonded (EB) techniques using prestressed and non-prestressed CFRP laminate
Abstract
This paper presents a detailed study on flexural strengthening of RC beams with externally bonded technique using carbon fiber-reinforced polymer laminate. The different strengthening methods used in this work are externally bonded laminate (EBL), externally bonded laminate with anchorage (EBLA), and externally bonded prestressed laminate with anchorage (EBPLA). All the beams were designed for under-reinforced condition. Totally, eight beams were cast; out of this, two beams were control beams. Strengthened beams were divided into three sets (EBL, EBLA, and EBPLA) of two beams each. The work was mainly concentrated on the improvement of ultimate load carrying capacity by delaying the debonding failure. The experimentation was done using two-point loading condition. The result shows that the ultimate load for all the strengthened beams was improved when compared to control beams. The beams strengthened with EBPLA technique show maximum increase in ultimate load, i.e., 73.91% with reference to control beams. All the control and strengthened beams satisfy the serviceability requirement. The comparative study was done on the theoretical and experimental results to check the efficiency of different strengthening codes.
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