Experimental Study on the Mix- Mode Fracture of FRP Sheet-Concrete Interfaces

Jian-Guo Dai; Tamon Ueda; Ozaki Hiroki; Yasuhiko Sato

Experimental Study on the Mix- Mode Fracture of FRP Sheet-Concrete Interfaces

Jian-Guo Dai, Tamon Ueda, Ozaki Hiroki, Yasuhiko Sato

Research output: Chapter in book / Conference proceeding › Conference article published in proceeding or book › Academic research

Abstract

Mix-mode fracture is a more representative failure mode of FRP sheet-concrete interfaces in real FRP retrofitting engineering. In this paper, a new test method suitable for evaluating fracture behaviors of FRP sheet-concrete interfaces under Mode I, Mode II and the Mix mode loading conditions has been developed. The shear and normal stress conditions are imposed on the FRP sheet-concrete interface by adding bending and dowel forces on FRP strengthened concrete beams respectively. Based on the experimental tests, the parameters governing the fracture of FRP sheet-concrete interface under different failure modes are obtained.

Original language	English
Title of host publication	International Symposium on Latest Achievement of Technology and Research on Retrofitting Concrete Structures
Subtitle of host publication	Proceedings and Technical Report on JCI Technical Committee
Publisher	Japan Concrete Institute
Pages	121-128
Number of pages	8
Volume	JCI-C59E
Publication status	Published - 2003
Externally published	Yes
Event	The International Symposium on Latest Achievement of Technology and Research on Retrofitting Concrete Structures - Kyoto, Japan Duration: 14 Jul 2003 → 15 Jul 2003

Forum/Symposium

Forum/Symposium	The International Symposium on Latest Achievement of Technology and Research on Retrofitting Concrete Structures
Country/Territory	Japan
City	Kyoto
Period	14/07/03 → 15/07/03

Cite this

@inproceedings{03731413d6dd4d7d84dab491e4b3a1e7,

title = "Experimental Study on the Mix- Mode Fracture of FRP Sheet-Concrete Interfaces",

abstract = "Mix-mode fracture is a more representative failure mode of FRP sheet-concrete interfaces in real FRP retrofitting engineering. In this paper, a new test method suitable for evaluating fracture behaviors of FRP sheet-concrete interfaces under Mode I, Mode II and the Mix mode loading conditions has been developed. The shear and normal stress conditions are imposed on the FRP sheet-concrete interface by adding bending and dowel forces on FRP strengthened concrete beams respectively. Based on the experimental tests, the parameters governing the fracture of FRP sheet-concrete interface under different failure modes are obtained. ",

author = "Jian-Guo Dai and Tamon Ueda and Ozaki Hiroki and Yasuhiko Sato",

year = "2003",

language = "English",

volume = "JCI-C59E",

pages = "121--128",

booktitle = "International Symposium on Latest Achievement of Technology and Research on Retrofitting Concrete Structures",

publisher = "Japan Concrete Institute",

address = "Japan",

note = "The International Symposium on Latest Achievement of Technology and Research on Retrofitting Concrete Structures ; Conference date: 14-07-2003 Through 15-07-2003",

}

Dai, J-G, Ueda, T, Hiroki, O & Sato, Y 2003, Experimental Study on the Mix- Mode Fracture of FRP Sheet-Concrete Interfaces. in International Symposium on Latest Achievement of Technology and Research on Retrofitting Concrete Structures: Proceedings and Technical Report on JCI Technical Committee. vol. JCI-C59E, Japan Concrete Institute, pp. 121-128, The International Symposium on Latest Achievement of Technology and Research on Retrofitting Concrete Structures, Kyoto, Japan, 14/07/03.

Experimental Study on the Mix- Mode Fracture of FRP Sheet-Concrete Interfaces. / Dai, Jian-Guo; Ueda, Tamon; Hiroki, Ozaki et al.
International Symposium on Latest Achievement of Technology and Research on Retrofitting Concrete Structures: Proceedings and Technical Report on JCI Technical Committee. Vol. JCI-C59E Japan Concrete Institute, 2003. p. 121-128.

Research output: Chapter in book / Conference proceeding › Conference article published in proceeding or book › Academic research

TY - GEN

T1 - Experimental Study on the Mix- Mode Fracture of FRP Sheet-Concrete Interfaces

AU - Dai, Jian-Guo

AU - Ueda, Tamon

AU - Hiroki, Ozaki

AU - Sato, Yasuhiko

PY - 2003

Y1 - 2003

N2 - Mix-mode fracture is a more representative failure mode of FRP sheet-concrete interfaces in real FRP retrofitting engineering. In this paper, a new test method suitable for evaluating fracture behaviors of FRP sheet-concrete interfaces under Mode I, Mode II and the Mix mode loading conditions has been developed. The shear and normal stress conditions are imposed on the FRP sheet-concrete interface by adding bending and dowel forces on FRP strengthened concrete beams respectively. Based on the experimental tests, the parameters governing the fracture of FRP sheet-concrete interface under different failure modes are obtained.

AB - Mix-mode fracture is a more representative failure mode of FRP sheet-concrete interfaces in real FRP retrofitting engineering. In this paper, a new test method suitable for evaluating fracture behaviors of FRP sheet-concrete interfaces under Mode I, Mode II and the Mix mode loading conditions has been developed. The shear and normal stress conditions are imposed on the FRP sheet-concrete interface by adding bending and dowel forces on FRP strengthened concrete beams respectively. Based on the experimental tests, the parameters governing the fracture of FRP sheet-concrete interface under different failure modes are obtained.

M3 - Conference article published in proceeding or book

VL - JCI-C59E

SP - 121

EP - 128

BT - International Symposium on Latest Achievement of Technology and Research on Retrofitting Concrete Structures

PB - Japan Concrete Institute

T2 - The International Symposium on Latest Achievement of Technology and Research on Retrofitting Concrete Structures

Y2 - 14 July 2003 through 15 July 2003

ER -

Experimental Study on the Mix- Mode Fracture of FRP Sheet-Concrete Interfaces

Abstract

Forum/Symposium

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