Experimental testing of CFRP-ECC hybrid for strengthening of concrete structures

Chao Wu; Victor C. Li

Experimental testing of CFRP-ECC hybrid for strengthening of concrete structures

Chao Wu
, Victor C. Li

School of Transportation Science and Engineering

University of Michigan, Ann Arbor

Research output: Contribution to conference › Paper › peer-review

Abstract

This paper proposes a CFRP-ECC hybrid system for strengthening of concrete structures. This hybrid consists of CFRP composite embedded in the ECC matrix. CFRP functions as the main load-carrying element, while ECC acts as the adhesive layer for protecting the CFRP and transferring the load between the concrete structure and CFRP. In this paper, ECC was firstly developed which had a tensile strain capacity of 3%. Then pull-out tests were conducted to quantify the interface behavior between CFRP and ECC, and to obtain the effective bond length of CFRP.

Original language	English
State	Published - 2017
Event	6th Asia-Pacific Conference on FRP in Structures, APFIS 2017 - Singapore, Singapore Duration: 19 Jul 2017 → 21 Jul 2017

Conference

Conference	6th Asia-Pacific Conference on FRP in Structures, APFIS 2017
Country/Territory	Singapore
City	Singapore
Period	19/07/17 → 21/07/17

Keywords

Beam
Bond
Carbon fiber reinforced polymer (CFRP)
Concrete
Engineered cementitious composite (ECC)
Strengthening

Cite this

@conference{dc711916e66c4e1eb114cba5cb161c89,

title = "Experimental testing of CFRP-ECC hybrid for strengthening of concrete structures",

abstract = "This paper proposes a CFRP-ECC hybrid system for strengthening of concrete structures. This hybrid consists of CFRP composite embedded in the ECC matrix. CFRP functions as the main load-carrying element, while ECC acts as the adhesive layer for protecting the CFRP and transferring the load between the concrete structure and CFRP. In this paper, ECC was firstly developed which had a tensile strain capacity of 3\%. Then pull-out tests were conducted to quantify the interface behavior between CFRP and ECC, and to obtain the effective bond length of CFRP.",

keywords = "Beam, Bond, Carbon fiber reinforced polymer (CFRP), Concrete, Engineered cementitious composite (ECC), Strengthening",

author = "Chao Wu and Li, \{Victor C.\}",

year = "2017",

language = "英语",

}

TY - CONF

T1 - Experimental testing of CFRP-ECC hybrid for strengthening of concrete structures

AU - Wu, Chao

AU - Li, Victor C.

PY - 2017

Y1 - 2017

N2 - This paper proposes a CFRP-ECC hybrid system for strengthening of concrete structures. This hybrid consists of CFRP composite embedded in the ECC matrix. CFRP functions as the main load-carrying element, while ECC acts as the adhesive layer for protecting the CFRP and transferring the load between the concrete structure and CFRP. In this paper, ECC was firstly developed which had a tensile strain capacity of 3%. Then pull-out tests were conducted to quantify the interface behavior between CFRP and ECC, and to obtain the effective bond length of CFRP.

AB - This paper proposes a CFRP-ECC hybrid system for strengthening of concrete structures. This hybrid consists of CFRP composite embedded in the ECC matrix. CFRP functions as the main load-carrying element, while ECC acts as the adhesive layer for protecting the CFRP and transferring the load between the concrete structure and CFRP. In this paper, ECC was firstly developed which had a tensile strain capacity of 3%. Then pull-out tests were conducted to quantify the interface behavior between CFRP and ECC, and to obtain the effective bond length of CFRP.

KW - Beam

KW - Bond

KW - Carbon fiber reinforced polymer (CFRP)

KW - Concrete

KW - Engineered cementitious composite (ECC)

KW - Strengthening

UR - https://www.scopus.com/pages/publications/85084943904

M3 - 论文

AN - SCOPUS:85084943904

T2 - 6th Asia-Pacific Conference on FRP in Structures, APFIS 2017

Y2 - 19 July 2017 through 21 July 2017

ER -

Experimental testing of CFRP-ECC hybrid for strengthening of concrete structures

Abstract

Conference

Keywords

Other files and links

Fingerprint

Cite this