Journals / Challenge Journal of Concrete Research Letters / 2018 / Cilt: 9 - Sayı: 2

Experimental and numerical study of the behavior of RC slabs with openings reinforced by metal mesh under impact loading

Pages
37–51
DOI
—
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⚡ TL;DR(Too Long; Didn't Read)

It was found that expanded metal mesh had a significant effect on reduc- ing deflection due to impact load as well as controlling of cracks in contrast with welded metal mesh.

📌 3 Key Takeaways

🎯
Objective & Hypothesis:The main objective of the following work is to inspect the effect of reinforcing metal mesh on the behavior of slabs with openings under impact loadings.
📊
Key Findings & Data:Based on an ear- lier numerical study by Shaheen et al. (2017), slabs with mid-side openings revealed the worst behavior regarding to deflection and cracked pattern when subjected to impact loading compared to other slabs with different locations of openings.
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Conclusion & Impact:It was found that expanded metal mesh had a significant effect on reduc- ing deflection due to impact load as well as controlling of cracks in contrast with welded metal mesh.
🔬Design:Modeling & Simulation
📍Scope:2017 Verileri
⚙️Variables:Domain Parameters

Özet

The main objective of the following work is to inspect the effect of reinforcing metal mesh on the behavior of slabs with openings under impact loadings. Based on an ear- lier numerical study by Shaheen et al. (2017), slabs with mid-side openings revealed the worst behavior regarding to deflection and cracked pattern when subjected to impact loading compared to other slabs with different locations of openings. Hence, the present work focuses specifically on this type of slabs and the variation in their behavior when reinforced by welded or expanded metal mesh. Seven specimens were prepared and tested in Faculty of Engineering, Menoufia University, Egypt. Moreover, a FE model for the slabs was built using Abaqus 6.14 and verified against test results. It was found that expanded metal mesh had a significant effect on reduc- ing deflection due to impact load as well as controlling of cracks in contrast with welded metal mesh.

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Cite This Article

SHAHEEN, Y. B. I., HEKAL, G. M., FADEL, A. K. (2018). Experimental and numerical study of the behavior of RC slabs with openings reinforced by metal mesh under impact loading. Challenge Journal of Concrete Research Letters, Cilt: 9 - Sayı: 2, 37–51. https://ajindex.com/articles/143862

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