Enhancing Performance of Engineering Structures under Dynamic Disasters with ECC–FRP Composites: A Review at Material and Member Levels

Author:

Zhao Debo123ORCID,Chen Bin123,Sun Jingming45

Affiliation:

1. College of Civil and Transportation Engineering, Shenzhen University, Shenzhen 518061, China

2. Key Laboratory for Resilient Infrastructures of Coastal Cities (MOE), Shenzhen University, Shenzhen 518060, China

3. Shenzhen Key Laboratory of Green, Efficient and Intelligent Construction of Underground Metro Station, Shenzhen 518060, China

4. College of Civil Engineering, Hunan University, Changsha 410082, China

5. Hunan Provincial Key Lab on Damage Diagnosis for Engineering Structures, Hunan University, Changsha 410082, China

Abstract

Dynamic loadings arising from impact, explosive, and seismic disasters impose high requirements on the performance of engineering structures during service periods. Engineered cementitious composite (ECC) exhibits exceptional toughness and crack resistance, while fiber-reinforced polymer (FRP) possesses lightweight and high-strength properties. ECC and FRP composites show promising potential in enhancing the resilience of existing structures under dynamic disaster scenarios. However, most research on ECC and FRP has primarily focused on static properties, while investigations of dynamic properties are limited. This paper provides a comprehensive review of the dynamic properties of ECC and FRP composites followed by a summary of studies conducted on the dynamic behavior of ECC and FRP strengthened members, which provides valuable insights for further research on these materials and their applications in strengthening structures under dynamic disasters.

Funder

National key research and development program

National Natural Science Foundation of China

Guangdong Basic and Applied Basic Research Foundation

Publisher

MDPI AG

Subject

Building and Construction,Civil and Structural Engineering,Architecture

Reference82 articles.

1. Shear Mechanisms in Reinforced Concrete Beams under Impact Loading;Zhao;J. Struct. Eng.,2017

2. Numerical investigations on dynamic responses of subway segmental tunnel lining structures under internal blasts;Zhao;Tunneling Undergr. Space Technol.,2023

3. Static and multi-impact performances of RC beams strengthened with large rupture-strain FRP composites;Zhou;Compos. Struct.,2023

4. Buth, C.E., Williams, W.F., Brackin, M.S., Lord, D., Geedipally, S.R., and Abu-Odeh, A.Y. (2010). Analysis of Large Truck Collisions with Bridge Piers: Phase 1. Report of Guidelines for Designing Bridge Piers and Abutments for Vehicle Collisions, Texas Transportation Institute the Texas A&M University System.

5. Performance based design of reinforced concrete beams under impact;Tachibana;Nat. Hazards Earth Syst. Sci.,2010

同舟云学术

1.学者识别学者识别

2.学术分析学术分析

3.人才评估人才评估

"同舟云学术"是以全球学者为主线,采集、加工和组织学术论文而形成的新型学术文献查询和分析系统,可以对全球学者进行文献检索和人才价值评估。用户可以通过关注某些学科领域的顶尖人物而持续追踪该领域的学科进展和研究前沿。经过近期的数据扩容,当前同舟云学术共收录了国内外主流学术期刊6万余种,收集的期刊论文及会议论文总量共计约1.5亿篇,并以每天添加12000余篇中外论文的速度递增。我们也可以为用户提供个性化、定制化的学者数据。欢迎来电咨询!咨询电话:010-8811{复制后删除}0370

www.globalauthorid.com

TOP

Copyright © 2019-2024 北京同舟云网络信息技术有限公司
京公网安备11010802033243号  京ICP备18003416号-3