{"title":"Experimental study on Fe-SMA strengthening technique for cope hole fatigue cracks in orthotropic steel bridge decks","authors":"Zhilin Lyu , Xu Jiang , Xuhong Qiang","doi":"10.1016/j.ijfatigue.2025.109003","DOIUrl":null,"url":null,"abstract":"<div><div>Iron-based shape memory alloys (Fe-SMAs) have emerged as innovative smart materials for structural rehabilitation. However, their application on fatigue repairing in steel bridges remains limited. This study aims to examine the effectiveness of Fe-SMA strengthening for repairing fatigue-cracked cope holes in orthotropic steel bridge deck (OSD). Experimental investigations were conducted on three full-scale specimens: one reference and two strengthened with unilateral and bilateral Fe-SMA configurations, respectively. Then a comprehensive fatigue testing was performed to evaluate failure mechanisms and fatigue performance improvement of diaphragm cope hole cracks. Finally, the feasibility of Fe-SMA strengthening for such cracks was verified through stress monitoring on an in-service steel bridge. Results demonstrate that Fe-SMA strengthening achieves a synergistic effect of prestressing introduction and local rigidity enhancement at the damaged cope holes, substantially improving fatigue performance. The equivalent fatigue lives of repaired cope hole increased by factors of 10.9 to 62. Bilateral reinforcement exhibited superior fatigue improvement compared to unilateral reinforcement, achieving complete suppression of crack propagation. Field monitoring revealed that under random traffic loading, all stress amplitudes at the cracked cope hole details after combined Fe-SMA bonding and stop-hole method were below the constant amplitude fatigue limit (CAFL), satisfying infinite-life design criteria.</div></div>","PeriodicalId":14112,"journal":{"name":"International Journal of Fatigue","volume":"198 ","pages":"Article 109003"},"PeriodicalIF":5.7000,"publicationDate":"2025-04-19","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":null,"platform":"Semanticscholar","paperid":null,"PeriodicalName":"International Journal of Fatigue","FirstCategoryId":"88","ListUrlMain":"https://www.sciencedirect.com/science/article/pii/S0142112325002002","RegionNum":2,"RegionCategory":"材料科学","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"Q1","JCRName":"ENGINEERING, MECHANICAL","Score":null,"Total":0}
引用次数: 0
Abstract
Iron-based shape memory alloys (Fe-SMAs) have emerged as innovative smart materials for structural rehabilitation. However, their application on fatigue repairing in steel bridges remains limited. This study aims to examine the effectiveness of Fe-SMA strengthening for repairing fatigue-cracked cope holes in orthotropic steel bridge deck (OSD). Experimental investigations were conducted on three full-scale specimens: one reference and two strengthened with unilateral and bilateral Fe-SMA configurations, respectively. Then a comprehensive fatigue testing was performed to evaluate failure mechanisms and fatigue performance improvement of diaphragm cope hole cracks. Finally, the feasibility of Fe-SMA strengthening for such cracks was verified through stress monitoring on an in-service steel bridge. Results demonstrate that Fe-SMA strengthening achieves a synergistic effect of prestressing introduction and local rigidity enhancement at the damaged cope holes, substantially improving fatigue performance. The equivalent fatigue lives of repaired cope hole increased by factors of 10.9 to 62. Bilateral reinforcement exhibited superior fatigue improvement compared to unilateral reinforcement, achieving complete suppression of crack propagation. Field monitoring revealed that under random traffic loading, all stress amplitudes at the cracked cope hole details after combined Fe-SMA bonding and stop-hole method were below the constant amplitude fatigue limit (CAFL), satisfying infinite-life design criteria.
期刊介绍:
Typical subjects discussed in International Journal of Fatigue address:
Novel fatigue testing and characterization methods (new kinds of fatigue tests, critical evaluation of existing methods, in situ measurement of fatigue degradation, non-contact field measurements)
Multiaxial fatigue and complex loading effects of materials and structures, exploring state-of-the-art concepts in degradation under cyclic loading
Fatigue in the very high cycle regime, including failure mode transitions from surface to subsurface, effects of surface treatment, processing, and loading conditions
Modeling (including degradation processes and related driving forces, multiscale/multi-resolution methods, computational hierarchical and concurrent methods for coupled component and material responses, novel methods for notch root analysis, fracture mechanics, damage mechanics, crack growth kinetics, life prediction and durability, and prediction of stochastic fatigue behavior reflecting microstructure and service conditions)
Models for early stages of fatigue crack formation and growth that explicitly consider microstructure and relevant materials science aspects
Understanding the influence or manufacturing and processing route on fatigue degradation, and embedding this understanding in more predictive schemes for mitigation and design against fatigue
Prognosis and damage state awareness (including sensors, monitoring, methodology, interactive control, accelerated methods, data interpretation)
Applications of technologies associated with fatigue and their implications for structural integrity and reliability. This includes issues related to design, operation and maintenance, i.e., life cycle engineering
Smart materials and structures that can sense and mitigate fatigue degradation
Fatigue of devices and structures at small scales, including effects of process route and surfaces/interfaces.