| 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
Dynamic Response of RC Slab Under Drop Test Retrofitted with CFRP Strips Using NSM Technique
Abstract
Slabs are two-dimensional structural elements in a storied building that provide large useful area for working during construction and even after occupancy. The effect of impact loads on slabs was not studied effectively due to lot of constraints, like lack of experimental setup, cost of sophisticated equipment, boundary conditions and so on. Drop test on slabs is gaining importance in recent years due to its simplicity in experimental setup while measuring the dynamic response of slabs under impact loads with a reasonable degree of accuracy. An experimental investigation was conducted on simply supported two-way RC slab under three drop heights to study the variation in the dynamic response of strengthened slab by near-surface mounting (NSM) technique over normal RC slabs. The dynamic response was studied over different height of impact and change in concrete grade, and the effect of strengthening was recorded using an accelerometer mounted at the bottom of slab. All the slabs were tested as simply supported with the drop weight impacting at the centre of the slab on the top surface. It was observed from this experimental result that the height of the drop and strengthening technique influence the dynamic behaviour of RC slab. Peak displacement, acceleration and damage index in terms of energy required per unit length of crack were compared to demonstrate change in the dynamic behaviour of RC slabs. It was interesting to note that the sudden change in the response of RC slabs over the different kinetic energy needs further detailed investigations.
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