| 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%
Topics
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
Experimental investigation on flexural strengthening of RC slabs using natural fiber reinforced polymer composites (NFRPC)
Abstract
Another effective way to achieve sustainability in civil engineering is to push the service life of the structural members from the environmental effects. It has been reported that well-maintained slabs have performed sound during their service life as compared to the degraded one over a short period of time due to poor maintenance. Cracking and deformation of slab over the sustained load is one of the most important aspect related to serviceability. The deflection and crack propagation can be minimized by the application suitable retrofitting technique using locally available material and also enhance flexural capacity. The main purpose of this examination is to utilize the flexural properties of the natural fibers, such as Jute and Coir, these fibers are chemically treated to enhance both mechanical and durability properties. Total five slabs are cast, out of which one was regarded as controlled slab (CS) and the remaining four slabs are retrofitted by jute and coir fiber with varying percentage of the fiber content, respectively. Epoxy was used for the application of fiber on to slabs. Slabs were tested under static condition by applying uniformly distributed load over the slab through an arrangement called load spreader, and the results are tabulated. From the comparison of test results and with illustrated graphs it was observed, the first crack load and ultimate load increased.
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