Debonding failure of continuously reinforced bonded concrete overlay at early ages

ABSTRACT

The structural behaviour and debonding mechanism of continuously reinforced bonded concrete overlay (CRBCO) on deteriorated concrete pavements subjected to environmental loadings are evaluated analytically and experimentally. It is shown that the temperature gradient in concrete significantly affects the debonding potential at the interface between CRBCO and existing continuously reinforced concrete pavements (CRCPs) and that the normal stress at the interface is the dominant cause of debonding failure. The results of factorial experiment show that the debonding potential can be reduced by decreasing the elastic modulus, coefficient of thermal expansion (CTE) and thickness of CRBCO, and by increasing the interfacial bond strength.

KEYWORDS:

• Continuously reinforced bonded concrete overlay
• debonding failure
• environmental loadings
• field experiment
• numerical analysis

Disclosure statement

No potential conflict of interest was reported by the author(s).

Additional information

Funding

This research was conducted with the support of the 'National R&D Project for Smart Construction Technology (RS-2020-KA156007)' funded by the Korea Agency for Infrastructure Technology Advancement under the Ministry of Land, Infrastructure and Transport, and managed by the Korea Expressway Corporation. This research was also supported by the National Research Foundation of Korea (NRF) grant funded by the Korea Government (MSIT) (No. 2021R1F1A1062654).