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Author:

Li, Yue (Li, Yue.) | Liu, Xiongfei (Liu, Xiongfei.) | Li, Jiaqi (Li, Jiaqi.)

Indexed by:

Scopus SCIE

Abstract:

Nanosilica powder was added to modify the properties of epoxy binder. Two types of modified epoxy resin binder [crack glue and fiber-reinforced plastic (FRP) glue] are developed to repair cracks and to glue fiber fabrics to the concrete surface, respectively. Bonding strength of FRP concrete interface is tested, the flexural strength test for FRP-strengthened cracked concrete is conducted, and the effects of FRP dimensions, concrete strengths, and types of premade crack and epoxy binder on strengthening are analyzed. Nanosilica powder greatly improves the ductility, strength, and workability of epoxy binders. Effective bonding between FRP and concrete can be achieved by nanomodified FRP glue. Nanomodified crack glue is able to repair concrete containing cracks without diminishing concrete capacity. The failure regions are beyond the premade cracks. The ultimate capacity, ultimate displacement, and fracture energy of cracked concrete are significantly improved by strengthening with crack glue and FRP. (C) 2016 American Society of Civil Engineers.

Keyword:

Epoxy resin Interface bonding strength Fiber-reinforced plastic (FRP) Ultimate capacity Fracture energy

Author Community:

  • [ 1 ] [Li, Yue]Beijing Univ Technol, Key Lab Urban Secur & Disaster Engn, Beijing Key Lab Earthquake Engn & Struct Retrofit, MOE, Beijing 100124, Peoples R China
  • [ 2 ] [Liu, Xiongfei]Beijing Univ Technol, Key Lab Urban Secur & Disaster Engn, Beijing Key Lab Earthquake Engn & Struct Retrofit, MOE, Beijing 100124, Peoples R China
  • [ 3 ] [Li, Jiaqi]Univ Calif Berkeley, Dept Civil & Environm Engn, Berkeley, CA 94720 USA

Reprint Author's Address:

  • [Li, Jiaqi]Univ Calif Berkeley, Dept Civil & Environm Engn, Berkeley, CA 94720 USA

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Source :

JOURNAL OF MATERIALS IN CIVIL ENGINEERING

ISSN: 0899-1561

Year: 2017

Issue: 5

Volume: 29

3 . 2 0 0

JCR@2022

ESI Discipline: ENGINEERING;

ESI HC Threshold:165

CAS Journal Grade:3

Cited Count:

WoS CC Cited Count: 31

SCOPUS Cited Count: 40

ESI Highly Cited Papers on the List: 0 Unfold All

WanFang Cited Count:

Chinese Cited Count:

30 Days PV: 1

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