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长寿命UHPFRC组合钢桥面板研究综述

段兰 袁翊竑 王春生 BRÜHWILER Eugen

段兰, 袁翊竑, 王春生, BRÜHWILER Eugen. 长寿命UHPFRC组合钢桥面板研究综述[J]. 交通运输工程学报, 2024, 24(1): 68-84. doi: 10.19818/j.cnki.1671-1637.2024.01.004
引用本文: 段兰, 袁翊竑, 王春生, BRÜHWILER Eugen. 长寿命UHPFRC组合钢桥面板研究综述[J]. 交通运输工程学报, 2024, 24(1): 68-84. doi: 10.19818/j.cnki.1671-1637.2024.01.004
DUAN Lan, YUAN Yi-hong, WANG Chun-sheng, BRÜHWILER Eugen. Review on research of long lasting UHPFRC composite steel bridge deck[J]. Journal of Traffic and Transportation Engineering, 2024, 24(1): 68-84. doi: 10.19818/j.cnki.1671-1637.2024.01.004
Citation: DUAN Lan, YUAN Yi-hong, WANG Chun-sheng, BRÜHWILER Eugen. Review on research of long lasting UHPFRC composite steel bridge deck[J]. Journal of Traffic and Transportation Engineering, 2024, 24(1): 68-84. doi: 10.19818/j.cnki.1671-1637.2024.01.004

长寿命UHPFRC组合钢桥面板研究综述

doi: 10.19818/j.cnki.1671-1637.2024.01.004
基金项目: 

国家自然科学基金项目 52078044

陕西省创新能力支撑计划项目 2019TD-022

中央高校基本科研业务费专项资金项目 300102219309

详细信息
    作者简介:

    段兰(1985-),女,陕西乾县人,长安大学副教授,工学博士,从事钢桥与组合结构桥梁研究

    通讯作者:

    王春生(1972-),男,黑龙江绥化人,长安大学教授,工学博士

  • 中图分类号: U448.36

Review on research of long lasting UHPFRC composite steel bridge deck

Funds: 

National Natural Science Foundation of China 52078044

Innovation Capability Support Program of Shaanxi Province 2019TD-022

Fundamental Research Funds for the Central Universities 300102219309

More Information
  • 摘要:

    从三方面归纳与剖析了超高性能纤维增强水泥基(UHPFRC)复合材料组合钢桥面板的研究进展,包括强韧性组合层选材、界面传力机制与损伤累积机理、设计方法与工程应用;总结了纤维类型、纤维掺量对UHPFRC轴拉性能和抗弯性能的影响规律,确定了支撑组合钢桥面板结构分析的多种本构模型;对比分析了热连接、冷连接和混合连接组合界面设计方式的技术特点,归纳了胶粘界面、冷连接剪力键界面与混合连接界面的传力机理试验与理论研究成果;总结了基于冷连接设计理念的组合钢桥面板在合理构造、设计方法、规范规程与工程实践等方面的研究成果,并探讨了长寿命组合钢桥面板的创新与发展方向。研究结果表明:单一或混杂纤维的掺入综合提升了UHPFRC的应变强化能力、弯曲变形能力、抗断裂能力、裂缝宽度控制能力和抗疲劳性能,轴拉条件下UHPFRC三线型简化本构模型有力支撑了组合钢桥面板的设计计算,弹塑性损伤本构模型可描述不可逆疲劳损伤累积;验证了冷连接组合界面的增韧效果与可靠性,新型剪力键既可以提高组合效应,也能增韧UHPFRC层,混合连接界面具有降低界面局部应力集中、提高整体界面抗剪刚度、改善界面传力、提升施工效率等综合技术优势,内聚界面本构模型可实现冷连接界面损伤累积反演分析,界面损伤预测结果准确可靠;基于冷连接的UHPFRC组合钢桥面板可以有效提高钢桥面板的局部刚度,相关设计方法可支撑标准的编制与工程实践;应进一步提升UHPFRC的性价比和界面连接的高效性和可靠性,以支撑组合钢桥面板的长寿命、强韧性、轻量化、易维护、低能耗设计与建造。

     

  • 图  1  轴拉试件破坏形态

    Figure  1.  Failure modes of axial tensile specimens

    图  2  单一或混杂纤维增韧的UHPFRC板弯曲韧性试验

    Figure  2.  Bending toughness test of single or hybrid fiber reinforced UHPFRC plate

    图  3  纤维外观

    Figure  3.  Fiber appearances

    图  4  数字图像技术监测损伤发展

    Figure  4.  Damage development monitored by digital image technology

    图  5  胶粘波折钢板剪力键的钢-UHPFRC组合板

    Figure  5.  Steel-UHPFRC composite plate glued with corrugated steel plate connector

    图  6  混合连接界面的钢-UHPFRC组合板

    Figure  6.  Steel-UHPFRC composite plate with hybrid connection interface

    图  7  采用胶粘界面的UHPFRC组合钢桥面板足尺疲劳试验

    Figure  7.  Fatigue test of full-scale UHPFRC composite steel bridge deck with adhesive interface

    图  8  双线性界面本构模型

    Figure  8.  Bi-linear constitutive model of interface

    图  9  焊接栓钉界面组合钢桥面板构造

    Figure  9.  Configuration of composite steel bridge deck with welded stud interface

    图  10  采用胶层连接的UHPFRC组合钢桥面板构造

    Figure  10.  Configuration of UHPFRC composite steel bridge deck connected by adhesive layer

    图  11  胶粘波折钢板剪力键UHPFRC组合钢桥面板

    Figure  11.  UHPFRC composite steel bridge deck glued with corrugated steel plate shear connectors

    图  12  胶粘波折钢板剪力键UHPFRC组合钢桥面板构造

    Figure  12.  Configuration of UHPFRC composite steel bridge deck glued with corrugated steel plate shear connectors

    图  13  混合连接界面的组合钢桥面板疲劳模型

    Figure  13.  Composite steel bridge deck fatigue model with hybrid connection interface

    图  14  带栓钉钢板条与焊接栓钉的冷热混合加固方案

    Figure  14.  Cold and hot hybrid reinforcement scheme of bonded steel plate with stud and welded stud

    图  15  采用混合连接的UHPFRC组合钢桥面板构造

    Figure  15.  Configuration of UHPFRC composite steel bridge deck using hybrid connection

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  • 收稿日期:  2023-08-30
  • 网络出版日期:  2024-03-13
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