NDT evaluation of long-term bond durability of CFRP-structural systems applied to RC highway bridges

Journal Title: International journal of advanced structural engineering - Year 2016, Vol 8, Issue 2

Abstract

The long-term durability of CFRP structural systems applied to reinforced-concrete (RC) highway bridges is a function of the system bond behavior over time. The sustained structural load performance of strengthened bridges depends on the carbon fiber-reinforced polymer (CFRP) laminates remaining 100 % bonded to concrete bridge members. Periodic testing of the CFRP–concrete bond condition is necessary to sustain load performance. The objective of this paper is to present a non-destructive testing (NDT) method designed to evaluate the bond condition and long-term durability of CFRP laminate (plate) systems applied to RC highway bridges. Using the impact-echo principle, a mobile mechanical device using light impact hammers moving along the length of a bonded CFRP plate produces unique acoustic frequencies which are a function of existing CFRP plate–concrete bond conditions. The purpose of this method is to test and locate CFRP plates de-bonded from bridge structural members to identify associated deterioration in bridge load performance. Laboratory tests of this NDT device on a CFRP plate bonded to concrete with staged voids (de-laminations) produced different frequencies for bonded and de-bonded areas of the plate. The spectra (bands) of frequencies obtained in these tests show a correlation to the CFRP–concrete bond condition and identify bonded and de-bonded areas of the plate. The results of these tests indicate that this NDT impact machine, with design improvements, can potentially provide bridge engineers a means to rapidly evaluate long lengths of CFRP laminates applied to multiple highway bridges within a national transportation infrastructure.

Authors and Affiliations

Kenneth C Crawford

Keywords

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NDT evaluation of long-term bond durability of CFRP-structural systems applied to RC highway bridges

The long-term durability of CFRP structural systems applied to reinforced-concrete (RC) highway bridges is a function of the system bond behavior over time. The sustained structural load performance of strengthened bridg...

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  • EP ID EP210504
  • DOI 10.1007/s40091-016-0120-2
  • Views 126
  • Downloads 0

How To Cite

Kenneth C Crawford (2016). NDT evaluation of long-term bond durability of CFRP-structural systems applied to RC highway bridges. International journal of advanced structural engineering, 8(2), 161-168. https://europub.co.uk/articles/-A-210504