Abstract
The strengthening of steel structures using externally bonded (EB) carbon fiber-reinforced polymer (CFRP) laminates has gained popularity due to the advantages such as their high strength-to-weight ratio and corrosion resistance. Even though previous studies showed the application of EB CFRP laminates can enhance the fatigue performance of cracked steel plates, little is known regarding the high-cycle fatigue performance of CFRP-to-steel bonded joints. As debonding of the CFRP laminate from the steel substrate is a commonly observed failure mode under fatigue loading, a sound understanding of the behavior of CFRP-to-steel bonded joints is crucial for a better understanding of the behavior of CFRP-strengthened cracked steel plates under fatigue loading. This study experimentally and theoretically investigates the fatigue performance of CFRP-strengthened cracked steel plates. Five pre-cracked steel plates were strengthened with CFRP laminates and tested under fatigue loading. The test results for the failure modes, the fatigue-life extension, and the behavior of the CFRP-to-steel bonded joint were discussed. A numerical modeling approach based on a recently developed bond-slip model for the behavior of the CFRP-to-steel bonded interface under fatigue loading is presented for modeling the behavior of the CFRP-strengthened cracked steel plate. Although the proposed theoretical model is conservative, this method accurately predicted the remaining fatigue life of CFRP-strengthened cracked steel plates.
Highlights
Many metallic bridges worldwide were constructed in the early 20th century and require interventions owing to many factors, such as deterioration, increases in load demands, and construction deficiencies [1]
For all the Carbon fiber‐reinforced polymer (CFRP)‐strengthened specimens tested under fatigue loading, both debonding of the CFRP laminate from the steel substrate and fatigue crack propagation of the steel plate were observed (Fig. 5(c–e))
For all the CFRP‐ strengthened specimens, debonding occurred owing to cohesion failure within the adhesive
Summary
Many metallic bridges worldwide were constructed in the early 20th century and require interventions owing to many factors, such as deterioration, increases in load demands, and construction deficiencies [1]. Carbon fiber‐reinforced polymer (CFRP) strengthening systems have significant potential for retrofitting metallic structures, railway and roadway bridges [4,5,6,7]. The strengthening of steel structures using externally bonded (EB) CFRP laminates has many advantages, such as a high strength‐to‐weight ratio, resistance to corrosion, ease of installation in the inconvenient construction sites, rapid installation with minimum disturbance to traffic, and lower sensitivity to cyclic loading, in comparison with existing conventional strengthening methods [4,5,8,9,10,11,12,13,14]. Studies have demonstrated the effectiveness of EB CFRP systems for the retrofitting of old metallic bridges [43,44,45,46]
Sign-in/Register to view highlights & summary Talk to us
Join us for a 30 min session where you can share your feedback and ask us any queries you have
Schedule a callDisclaimer: All third-party content on this website/platform is and will remain the property of their respective owners and is provided on "as is" basis without any warranties, express or implied. Use of third-party content does not indicate any affiliation, sponsorship with or endorsement by them. Any references to third-party content is to identify the corresponding services and shall be considered fair use under The CopyrightLaw.
