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正交异性钢桥面板弧形切口及其CFRP补强的疲劳性能
引用本文:李传习,柯璐,陈卓异,贺君,郭立成,焦阳. 正交异性钢桥面板弧形切口及其CFRP补强的疲劳性能[J]. 中国公路学报, 2021, 34(5): 63-75. DOI: 10.19721/j.cnki.1001-7372.2021.05.007
作者姓名:李传习  柯璐  陈卓异  贺君  郭立成  焦阳
作者单位:1. 长沙理工大学 桥梁工程安全控制教育部重点实验室, 湖南 长沙 410114;2. 佛山市路桥建设有限 公司, 广东 佛山 528303;3. 亚利桑那州立大学 材料科学与工程系, 亚利桑那 坦佩 85287
基金项目:国家自然科学基金项目(51978081,51778069,51708047,51808056);广东省交通厅科技项目(201602010);湖南省自然科学基金项目(2019JJ50670)
摘    要:横隔板弧形切口疲劳裂纹为正交异性钢桥面板的主要疲劳病害之一,为研究该细节的疲劳抗力与裂纹处治技术开展了正交异性钢桥面足尺模型疲劳试验,对横隔板光滑弧形切口、含人工缺陷弧形切口、以及CFRP单面加固含人工缺陷弧形切口的疲劳性能进行了比较研究;结合有限元方法对横隔板光滑弧形切口疲劳评估方法进行了探讨.结果表明:打磨光滑的横...

关 键 词:桥梁工程  疲劳性能  足尺模型试验  正交异性钢桥面板  CFRP  加固
收稿时间:2019-08-06

Fatigue Behavior and CFRP Reinforcement of Diaphragm Cutouts in Orthotropic Steel Bridge Decks
LI Chuan-xi,KE Lu,CHEN Zhuo-yi,HE Jun,GUO Li-cheng,JIAO Yang. Fatigue Behavior and CFRP Reinforcement of Diaphragm Cutouts in Orthotropic Steel Bridge Decks[J]. China Journal of Highway and Transport, 2021, 34(5): 63-75. DOI: 10.19721/j.cnki.1001-7372.2021.05.007
Authors:LI Chuan-xi  KE Lu  CHEN Zhuo-yi  HE Jun  GUO Li-cheng  JIAO Yang
Affiliation:1. Key Laboratory of Bridge Engineering Safety Control by Department of Education, Changsha University of Science & Technology, Changsha 410114, Hunan, China;2. Foshan Road & Bridge Construction Co. Ltd., Foshan 528303, Guangdong, China;3. Material Science and Engineering, Arizona State University, Tempe 85287, Arizona, USA
Abstract:Fatigue cracking at the diaphragm cutout is one of the major diseases of orthotropic steel decks (OSDs). Sufficient fatigue tests are needed to validate the fatigue resistance, fatigue evaluation method, and crack treatment techniques of the cutout detail. Fatigue tests on full-scale OSD models were carried out to investigate the fatigue performance of polished cutouts, defective cutouts (with artificial defects), and defective cutouts strengthened with carbon fiber-reinforced polymer (CFRP). Combined with the finite element method, the fatigue assessment methods for the polished cutout details were also studied. The results show that the fatigue lives of polished cutouts exceed 50 million cycles under standard fatigue vehicle loads, indicating that fatigue cracks will not occur during the service period. There is a significant concentration of compressive stresses around the cutout under the effect of wheel load, and the combined effect of the wheel load stress and thermal residual stress constitutes an external driving force of the fatigue cracking. Moreover, the initial geometric defect is also an important reason for this fatigue cracking. For the fatigue evaluation of polished cutouts, the principal stress 6 mm away from the free edge of the cutouts on the surface of the transverse diaphragm can be used as the nominal stress, and the fatigue resistance is proved to be higher than fatigue grade A (with an constant-amplitude fatigue threshold of 165 MPa) in the specification of American Association of State Highway and Transportation Officials (AASHTO). The externally bonded CFRP reinforcement is effective in arresting the fatigue crack propagation at the defective cutouts. If a 6.5-mm-long fatigue crack is taken as the damage tolerance, the fatigue life of the diaphragm cutouts strengthened with CFRP on one side is more than 14.5 times that of the un-strengthened ones. The fatigue life can be further improved if double-side CFRP strengthening is applied, which should be studied in the future.
Keywords:bridge engineering  fatigue behavior  full-scale model test  orthotropic steel bridge deck  CFRP  reinforcement  
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