Impact behavior of low strength concrete slab strengthened with fan type anchored carbon fiber‐reinforced polymer strips-Reference-Cited by-同舟云学术

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Impact behavior of low strength concrete slab strengthened with fan type anchored carbon fiber‐reinforced polymer strips

Published:2022-12-16 Issue:1 Volume:24 Page:1689-1711
ISSN:1464-4177
Container-title:Structural Concrete
language:en
Short-container-title:Structural Concrete

Author:

Çalışkan Özlem¹,Aras Murat¹^ORCID,Yılmaz Tolga²,Anıl Özgür³^ORCID,Erdem R. Tuğrul⁴

Affiliation:

1. Department of Civil Engineering Bilecik Seyh Edepalı University Bilecik Turkey

2. Department of Civil Engineering Konya Technical University Konya Turkey

3. Department of Civil Engineering Gazi University Ankara Turkey

4. Department of Civil Engineering Celal Bayar University Manisa Turkey

Publisher

Wiley

Subject

Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering

Link

https://onlinelibrary.wiley.com/doi/pdf/10.1002/suco.202200256

Reference42 articles.

1. Applicability of damage plasticity constitutive model for ultra-high performance fibre-reinforced concrete under impact loads

2. Low velocity impact behavior of RC slabs with different support types

3. Effect of CFRP strengthening on the response of RC slabs to hard projectile impact

4. Reinforced concrete members under drop-weight impacts

5. Dynamic Demand of Bridge Structure Subjected to Vessel Impact Using Simplified Interaction Model

Cited by 4 articles. 订阅此论文施引文献订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献

1. Influence of modified polyurea coating thickness on the blast resistance of RC slab;Structures;2024-09

2. Anti-Impact Performance Enhancement of Two-Way Spanning Slab through the Implementation of Steel Trussed Bars;Journal of Engineering;2024-04-12

3. The effect of continuous rectangular spiral shear reinforcement on the dynamic behavior of RC solid slab subjected to low-velocity impact loading;Results in Engineering;2024-03

4. Comparison of 2D and 3D meso‐model of concrete under high strain loading rate;Structural Concrete;2023-06-20

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