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Fatigue Characteristics of Composite Box Girder with Corrugated Web and Steel Bottom Plate |
WANG Genhui1, NING Xin1, LIU Jianxun2, ZHANG Zichen3, WANG Shijin1, CHEN Pengfei1 |
1. Lanzhou Jiaotong University, Lanzhou, Gansu 730070, China; 2. Gansu Provincial Department of Transportation, Lanzhou, Gansu 730070, China; 3. Qinghai University, Xining, Qinghai 810016, China |
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Abstract Research purposes: The fatigue details of the structure are very important for its fatigue damage. In order to analyze the fatigue details and fatigue life calculation method of steel bottom plate corrugated web-concrete composite box girder, and to provide a reference for the fatigue design of the structure of the type, the scale test beam model was made, and the fatigue test was carried out, to obtain the fatigue damage characteristics of this new type of structure. Combined with model test, numerical simulation and fracture mechanics analysis were used to study the fatigue life calculation and fatigue detail classification of new composite box girder, and the results were analyzed and verified by linear damage theory. Research conclusions: (1) The fatigue cracks in the steel bottom plate corrugated web-concrete combined box girder under fatigue loading first appear at the weld fold between the bottom plate and the web on both sides, indicating that this is an important fatigue detail in the new combined box girder. (2) According to linear damage theory, the fatigue detail classification of the new structure is generally between categories B and C of the AASHTO Code fatigue category, which is higher than the lower boundary value of the B′ curve and lower than the median value of the B′ curve. (3) The error of total damage accumulation value calculated from the S-N curves obtained using numerical simulations and the modified fracture mechanics method is 3% and 6% respectively, indicating that both curves are applicable to the fatigue life calculation of new steel-concrete composite structures. (4) The research results can be used as a reference for the classification of fatigue details and fatigue design of combined box girders with steel bottom plates and corrugated webs.
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Received: 28 April 2022
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[1] |
张紫辰, 金学军, 甘亚南. 波纹腹板钢箱组合梁竖向弯曲力学性能[J]. 中国铁道科学,2019(6):52-59.Zhang Zichen, Jin Xuejun, Gan Yanan. Vertical Bending Mechanical Properties of Box Composite Girder with Corrugated Steel Webs[J]. China Railway Science, 2019(6): 52-59.
|
[2] |
王根会, 樊江, 操俊林, 等. 新型组合箱梁竖向弯曲力学行为的研究[J]. 铁道工程学报, 2019(9): 23-30.Wang Genhui, Fan Jiang, Cao Junlin, etc. Research on Vertical Bending Mechanical Behaviors of New Composite Box Girders[J]. Journal of Railway Engineering Society, 2019(9): 23-30.
|
[3] |
张紫辰, 王根会, 樊江, 等. 等截面波纹腹板钢箱组合连续梁自振特性[J]. 中国铁道科学, 2021(4): 51-59.Zhang Zichen, Wang Genhui, Fan Jiang, etc. Natural Vibration Characteristics of Continuous Box Composite Girder with Corrugated Steel Webs of Uniform Cross-section[J]. China Railway Science, 2021(4):51-59.
|
[4] |
Ibrahim S A, Eldakhakhni W W, Elgaaly M. Fatigue of Corrugated Web Plate Girders:Experimental Study[J]. Journal of Structural Engineering, ASCE,2006,132 (9): 1371-1380.
|
[5] |
彭鲲, 李立峰, 肖小艳, 等. 波形钢腹板组合箱梁疲劳性能试验与理论分析[J]. 中国公路学报,2013(4):94-101.Peng Kun, Li Lifeng, Xiao Xiaoyan, etc. Experimental and Theoretical Analysis on Fatigue Performance of Composite Box Girder with Corrugated Steel Webs[J]. Chinese Journal of Highway and Transport, 2013(4): 94-101.
|
[6] |
余智, 张凤亮, 熊海贝. 基于线性累计损伤理论的预应力混凝土风电塔架疲劳可靠性及剩余寿命研究[J]. 武汉大学学报:工学版,2016(5): 756-762.Yu Zhi, Zhang Fengliang, Xiong Haibei. Fatigue Reliability and Remaining Life Analysis of Prestressed Concrete Wind Turbine Towers Based on Linear Cumulative Damage Rule[J]. Journal of Wuhan University:Engineering Science,2016(5): 756- 762.
|
[7] |
秦翱翱, 刘世忠, 毛亚娜, 等. 新型波形钢腹板组合箱梁挠度特性[J]. 兰州交通大学学报, 2021(5): 25-32.Qin Aoao, Liu Shizhong, Mao Yana, etc. Deflection Characteristics of New Composite Box Girder with Corrugated Steel Webs[J]. Journal of Lanzhou Jiaotong University, 2021(5): 25-32.
|
[8] |
Paris P, Erdogan F. A Critical Analysis of Crack Propagation Laws[J]. Journal of Basic Engineering, 1963(4):528-533.
|
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