| 新型正交异性钢-混组合桥面板足尺模型疲劳试验 |
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| 引用本文： | 叶华文,王应良,张清华,刘益铭,艾宗良.新型正交异性钢-混组合桥面板足尺模型疲劳试验[J].哈尔滨工业大学学报,2017,49(9):25-32. |
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| 作者姓名： | 叶华文 王应良 张清华 刘益铭 艾宗良 |
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| 作者单位： | 西南交通大学 土木工程学院, 成都 610031,中铁二院工程集团公司, 成都 610031,西南交通大学 土木工程学院, 成都 610031,西南交通大学 土木工程学院, 成都 610031,中铁二院工程集团公司, 成都 610031 |
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| 基金项目： | 国家自然科学基金(51208430) |
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| 摘 要： | 为改善新型正交异性钢混组合钢桥面疲劳性能,采用理论推导、有限元模拟和足尺模型疲劳试验对其纵肋腹板与横隔板焊接细节进行研究.首先将由大尺寸纵肋组成的正交异性组合桥面系简化成铰接的双纵肋计算模型,然后进行足尺模型疲劳试验,分析混凝土层和钢桥面构造受力及开裂情况.结果表明:理论模型能较好反映纵肋实际力学行为;铺设混凝土层后,桥面板焊接构造细节疲劳应力得到很大改善.所提出的新型正交异性钢混组合钢桥面可作为解决正交异性钢桥面疲劳开裂问题的一种新思路.
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| 关 键 词： | 正交异性钢混组合桥面板 大尺寸纵肋 疲劳试验 裂纹 疲劳断口 |
| 收稿时间： | 2017/11/11 0:00:00 |
Full-scale fatigue test of new steel-concrete composite orthotropic bridge deck |
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| YE Huawen,WANG Yingliang,ZHANG Qinghu,LIU Yiming and AI Zongliang.Full-scale fatigue test of new steel-concrete composite orthotropic bridge deck[J].Journal of Harbin Institute of Technology,2017,49(9):25-32. |
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| Authors: | YE Huawen WANG Yingliang ZHANG Qinghu LIU Yiming and AI Zongliang |
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| Affiliation: | School of Civil Engineering, Southwest Jiaotong University, Chengdu 610031, China,China Railway Eryuan Engineering Group Co., Ltd., Chengdu 610031, China,School of Civil Engineering, Southwest Jiaotong University, Chengdu 610031, China,School of Civil Engineering, Southwest Jiaotong University, Chengdu 610031, China and China Railway Eryuan Engineering Group Co., Ltd., Chengdu 610031, China |
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| Abstract: | In order to improve the fatigue performance of new-type steel-concrete composite orthotropic deck, fatigue test and numerical investigation were conducted to evaluate the fatigue performance of its rib-to-crossbeam welded joints. First of all, a double-rib theoretical model joined with hinges was presented to analyze shear behavior of large size rib due to torsion and bending of orthotropic deck. Then the stress and cracking in the concrete slab and steel details were measured and analyzed in the full-scale specimen. The theoretical results showed a good correlation with the observed stress results. The test results indicated that the fatigue stress of rib-to-deck joints decreased significantly with overlaying concrete, namely the risk of fatigue cracking reduces. The proposed composite orthotropic deck is recommended as a new solution to the steel deck cracking. |
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| Keywords: | steel-concrete composite orthotropic deck large size rib fatigue test cracking fatigue fracture |
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