A Novel Approach to Quantifying the Failure Modes of Concrete-Epoxy Interface

Author:

Ishaq Abubakar Sodiq1ORCID,Jang Yoonju2,An Donghyeok3ORCID,Jeong Yoseok1ORCID,Youn Ilro1

Affiliation:

1. Department of Construction and Disaster Prevention Engineering, Kyungpook National University, Sangju 37224, Republic of Korea

2. Department of Advanced Science and Technology Convergence, Kyungpook National University, Sangju 37224, Republic of Korea

3. Department of Computer Engineering, Changwon National University, Changwon 51140, Republic of Korea

Abstract

The failure or debonding of CEIs (Concrete-Epoxy Interfaces) in Fiber-Reinforced Polymer concrete (FRP) systems occurs in one or a combination of three modes: CC (Cohesive failure in Concrete), CE (Cohesive failure in Epoxy), and IF (Interfacial Failure). These failure modes are usually identified, and their relationships are established by human intuition, which is prone to subjectivity. This study proposes a novel method based on image processing techniques to analyze CEI fracture surfaces and evaluate their failure modes. The failure modes of CEI fracture surfaces of specimens from a 3PB (Three-Point Bending) experiment were assessed using an HVS, CIE L*a*b*, YCbCr, or RGB color space image segmentation-based image processing technique on the preprocessed images of the CEI failure sides. A manual approach was adopted to validate the accuracy of the proposed method. Comparing the failure mode (CE) obtained using the manual and the proposed methodology, an RMSE (Root Means Square Error) of 0.19, 0.10, 0.23, and 0.26 was obtained for HVS, CIE L*a*b*, YCbCr, or RGB color space, respectively. The epoxy area selected with CIE L*a*b* color space produced the most accurate evaluation of the failure modes. This study provides an accurate method of quantifying the failure modes of CEI fracture surfaces. The methodology proposed in this study is recommended for forensic investigations to understand better the possible causes of failure in externally bounded fiber-reinforced polymers.

Funder

Ministry of Education

National Research Foundation of Korea

Publisher

MDPI AG

Subject

General Materials Science

Reference33 articles.

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2. ACI Committee 440, and American Concrete Institute (2008). Guide for the Design and Construction of Externally Bonded FRP Systems for Strengthening Concrete Structures, American Concrete Institute.

3. Realfonzo, R. (2014). CNR-DT 200 R1/2013: Guide for the Design and Construction of Externally Bonded FRP Systems for Strengthening Existing Structures, Consiglio Nazionale delle Ricerche.

4. Gómez, J., Barris, C., Baena, M., Perera, R., and Torres, L. (2021). Sustained Loading Bond Response and Post-Sustained Loading Behaviour of NSM CFRP-Concrete Elements under Different Service Temperatures. Appl. Sci., 11.

5. A Review of the Present and Future Utilisation of FRP Composites in the Civil Infrastructure with Reference to Their Important In-Service Properties;Hollaway;Constr. Build. Mater.,2010

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