Technical Papers
Jun 13, 2023

Nonlinear Semianalytical Prediction of Debonding at the FRP–Generic Material Interface with Mechanical End Anchorages

Publication: Journal of Composites for Construction
Volume 27, Issue 4

Abstract

The full-range debonding process of a fiber-reinforced polymer (FRP)–generic material substrate interface with mechanical end anchorages requires a better understanding. In this study, we developed a nonlinear semianalytical model based on a cohesive crack model to predict the full-range debonding process of such an interface in a single-shear mode, considering the relatively deformed region in the interface as a cohesive zone. Specifically, we produced a double exponential bond–slip constitutive model with residual bonding shear stress and boundary conditions of slip constraints at both anchoring ends. Implicit solutions for the relative slips, bonding shear stresses, and axial forces in the FRP along the bond length, as well as the load–slip responses at the loading end and effective bond length, were obtained using the Chebyshev polynomial approximation strategy. The accuracy of the proposed model was verified using experimental results available in the literature. Then, the evolution of full-range interfacial bonding behavior and load–slip responses for different bond lengths was discussed. Finally, a parametric study highlighting the effect of geometry and material properties on the load–slip response at the loading end was presented.

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Acknowledgments

The authors are grateful to the National Key R&D Program of China (Grant No. 2022YFD2401302), the National Natural Science Foundation of Hainan Province (Grant No. 522QN277), and the Scientific Research Project of Academician Innovation Platform of Hainan Provincial Department of Science and Technology (Grant No. YSPTZX202006).

Notation

The following symbols are used in this paper:
A
constant to be calibrated from the experimental bond–slip curve;
Ac
cross-sectional area of the substrate;
Ap
cross-sectional area of the FRPs;
AF, RF
axial forces transmitted to the FRP at the loading end and the anchoring end, respectively;
B
constant to be calibrated from the experimental bond–slip curve;
Bf
bonding force;
Bfmax
maximum bonding force;
bc, bp
width of the substrate and the FRP laminate;
c1, c2
integral constants that can be determined from the boundary conditions of this problem;
duc(x)/dx, dup(x)/dx
axial strain in the substrate and the FRPs;
Ec, Ep
elastic moduli of the substrate and the FRP laminate, respectively;
K
axial stiffness of the bare FRP laminate;
Lb
bond length;
Ldb
debonding length;
Leff
effective bond length;
Ltri
load transfer length;
P
tension load applied on the FRP laminate;
PL, PA
axial force in the FRPs at the loading end and at the anchoring end, respectively;
Pdb
debonding resistance;
P0b
axial force in FRP composite at the origin of the bonded interface;
Pddb
dimensionless axial force in FRPs at the extremity of the debonded interface;
R
reaction force;
tc, tp
thickness of the substrate and the FRP laminate;
uc(x), up(x)
displacement in the substrate and FRPs induced by the tension loads applied on the FRPs;
δL, δA
relative slips in the FRPs at the loading end and at the anchoring end, respectively;
δu
ultimate slip;
γ
ratio of residual bonding shear stress to maximum bond shear stress;
σc, σp
longitudinal stresses of the substrate and the FRP laminate, respectively;
τc, τp
bonding shear stresses of the substrate and the FRP laminate, respectively;
τmax
maximum bonding shear stress;
τres
residual bonding shear stress;
ϕ0b,ϕAb
dimensionless relative slips at the origin and extremity of the remaining bonded interface, respectively;
ϕddb
dimensionless relative slip in FRPs at the extremity of the debonded interface;
ϕL, ϕA
nondimensionalized boundary conditions of the slip in the interface at the loading end and the anchoring end, respectively;
ϕtri
dimensionless relative slip at the extremity of the load transfer length; and
η
ratio of ultimate slip to the slip corresponding to the maximum bonding shear stress.

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Journal of Composites for Construction
Volume 27Issue 4August 2023

History

Received: Mar 22, 2022
Accepted: Feb 25, 2023
Published online: Jun 13, 2023
Published in print: Aug 1, 2023
Discussion open until: Nov 13, 2023

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Lecturer, College of Civil Engineering and Architecture, Hainan Univ., Haikou, Hainan 570228, China (corresponding author). ORCID: https://orcid.org/0000-0003-1299-9002. Email: [email protected]
Professor, College of Civil Engineering and Architecture, Hainan Univ., Haikou, Hainan 570228, China. Email: [email protected]
Professor, College of Civil Engineering and Architecture, Hainan Univ., Haikou, Hainan 570228, China. Email: [email protected]
Yung William Sasy Chan [email protected]
Postdoctoral Fellow, School of Civil Engineering, Central South Univ., Changsha, Hunan 410083, China. Email: [email protected]
Professor, School of Civil and Environmental Engineering, Harbin Institute of Technology (Shenzhen), Shenzhen, Guangdong 150001, China. Email: [email protected]

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