A Nonlinear Bond Stress-Slip Relationship for FRP Sheet-Concrete Interface

Jian-Guo Dai; Tamon Ueda

A Nonlinear Bond Stress-Slip Relationship for FRP Sheet-Concrete Interface

Jian-Guo Dai, Tamon Ueda

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

Abstract

A simple two-parameter nonlinear bond stress-slip model is developed based on a new analytical approach. The used two parameters are the interfacial fracture energy and the interfacial ductility factor, which are mainly affected by the properties of adhesive layer. The effective bond length is defined based on the numerical solution on the interfacial bond differential equation.

Original language	English
Title of host publication	nternational 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	107-112
Number of pages	6
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{c06a3d5051944283926287b63eb783fd,

title = "A Nonlinear Bond Stress-Slip Relationship for FRP Sheet-Concrete Interface",

abstract = "A simple two-parameter nonlinear bond stress-slip model is developed based on a new analytical approach. The used two parameters are the interfacial fracture energy and the interfacial ductility factor, which are mainly affected by the properties of adhesive layer. The effective bond length is defined based on the numerical solution on the interfacial bond differential equation. ",

author = "Jian-Guo Dai and Tamon Ueda",

year = "2003",

language = "English",

volume = "JCI-C59E",

pages = "107--112",

booktitle = "nternational 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 2003, A Nonlinear Bond Stress-Slip Relationship for FRP Sheet-Concrete Interface. in nternational 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. 107-112, The International Symposium on Latest Achievement of Technology and Research on Retrofitting Concrete Structures, Kyoto, Japan, 14/07/03.

A Nonlinear Bond Stress-Slip Relationship for FRP Sheet-Concrete Interface. / Dai, Jian-Guo; Ueda, Tamon.
nternational 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. 107-112.

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

TY - GEN

T1 - A Nonlinear Bond Stress-Slip Relationship for FRP Sheet-Concrete Interface

AU - Dai, Jian-Guo

AU - Ueda, Tamon

PY - 2003

Y1 - 2003

N2 - A simple two-parameter nonlinear bond stress-slip model is developed based on a new analytical approach. The used two parameters are the interfacial fracture energy and the interfacial ductility factor, which are mainly affected by the properties of adhesive layer. The effective bond length is defined based on the numerical solution on the interfacial bond differential equation.

AB - A simple two-parameter nonlinear bond stress-slip model is developed based on a new analytical approach. The used two parameters are the interfacial fracture energy and the interfacial ductility factor, which are mainly affected by the properties of adhesive layer. The effective bond length is defined based on the numerical solution on the interfacial bond differential equation.

M3 - Conference article published in proceeding or book

VL - JCI-C59E

SP - 107

EP - 112

BT - nternational 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 -

A Nonlinear Bond Stress-Slip Relationship for FRP Sheet-Concrete Interface

Abstract

Forum/Symposium

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