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Innovative steel-UHPC composite bridge girders for long-span bridges

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Frontiers of Structural and Civil Engineering 2019年第4期13卷 981-989页

作者： xudong shao Lu DENG Junhui CAO Key Laboratory for Wind and Bridge Engineering of Hunan Province Hunan University Changsha 410082 China

Steel and steel-concrete composite girders are two types of girders commonly used for long-span bridges. However, practice has shown that the two types of girders have some drawbacks. For steel girders, the orthotropic steel deck (OSD) is vulnerable to fatigue cracking and the asphalt overlay is susceptible to damage such as rutting and pot holes. While for steel-concrete composite girders, the concrete deck is generally thick and heavy, and the deck is prone to cracking because of its low tensile strength and high creep. Thus, to improve the serviceability and durability of girders for long-span bridges, three new types of steel-UHPC lightweight composite bridge girders are proposed, where UHPC denotes ultra-high performance concrete. The first two types consist of an OSD and a thin UHPC layer while the third type consists of a steel beam and a UHPC waffle deck. Due to excellent mechanical behaviors and impressive durability of UHPC, the steel-UHPC composite girders have the advantages of light weight, high strength, low creep coefficient, low risk of cracking, and excellent durability, making them competitive alternatives for long-span bridges. To date, the proposed steel-UHPC composite girders have been applied to 14 real bridges in China. It is expected that the application of the new steel-UHPC composite girders on long-span bridges will have a promising future.

关键词： steel-UHPC composite bridge girder long-span bridge orthotropic steel deck fatigue cracking durability

Research on an innovative structure of an open-ribbed steel-ultra-high performance concrete composite bridge deck

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Frontiers of Structural and Civil Engineering 2024年第5期18卷 716-730页

作者： xudong shao Xuan SUN Deqiang ZOU Junhui CAO Chuanqi YANG School of Civil Engineering Hunan UniversityKey Laboratory for Wind and Bridge Engineering of Hunan ProvinceChangsha 410082China China Construction Fifth Engineering Division Co. Ltd.Changsha 410004China

To completely solve the problem of fatigue cracking issue of orthotropic steel bridge decks(OSDs),the authors proposed a steel–ultra-high performance concrete(UHPC)lightweight composite deck(LWCD)with closed ribs in *** on the successful application of that LWCD,an adaptation incorporating an innovative composite deck structure,i.e.,the hot-rolled section steel–UHPC composite deck with open ribs(SSD)is proposed in this paper,aiming to simplify the fabrication process as well as to reduce the cost of *** on a long-span cable-stayed bridge,a design scheme is proposed and is compared with the conventional OSD ***,a finite element(FE)calculation is conducted to reflect both the global and local behavior of the SSD scheme,and it is found that the peaked stresses in the SSD components are less than the corresponding allowable values.A static test is performed for an SSD strip specimen to understand the anti-cracking behavior of the UHPC layer under negative bending *** static test results indicate that the UHPC layer exhibited a satisfactory tensile toughness,the UHPC tensile strength obtained from the test is 1.8 times the calculated stress by the FE model of the real *** addition,the fatigue stresses of typical fatigue-prone details in the SSD are calculated and evaluated,and the influences of key design parameters on the fatigue performance of the SSD are *** to the fatigue results,the peaked stress ranges for all of the 10 fatigue-prone details are within the corresponding constant amplitude fatigue *** a fatigue test is carried out for another SSD strip specimen to explore the fatigue behavior of the fillet weld between the longitudinal and transverse *** specimen failed at the fillet weld after equivalent 47.5 million cycles of loading under the design fatigue stress range,indicating that the fatigue performance of the SSD could meet the fatigue design *** calculations and experim

关键词： steel-ultra-high performance concrete composite deck open rib strip model test static and fatigue performance orthotropic steel deck

Field validation of UHPC layer in negative moment region of steel-concrete composite continuous girder bridge

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Frontiers of Structural and Civil Engineering 2022年第6期16卷 744-761页

作者： Minghong QIU xudong shao Weiye HU Yanping ZHU Husam H.HUSSEIN Yaobei HE Qiongwei LIU Key Laboratory for Wind and Bridge Engineering of Hunan Province College of Civil EngineeringHunan UniversityChangsha 410082China Zhejiang Provincial Institute of Communications Planning Design and Research Co.Ltd.Hangzhou 310013China Department of Civil Architectural and Environmental EngineeringMissouri University of Science and TechnologyRollaMO 65401USA Department of Civil Engineering Ohio UniversityAthensOH 45701-2979USA

Improving the cracking resistance of steel-normal concrete(NC)composite beams in the negative moment region is one of the main tasks in designing continuous composite beam(CCB)bridges due to the low tensile strength of the NC deck at pier *** study proposed an innovative structural configuration for the negative bending moment region in a steel-concrete CCB bridge with the aid of ultrahigh performance concrete(UHPC)*** order to investigate the feasibility and effectiveness of this new UHPC jointed structure in the negative bending moment region,field load testing was conducted on a newly built full-scale *** newly designed structural configuration was described in detail regarding the structural characteristics(cracking resistance,economy,durability,and constructability).In the field investigation,strains on the surface of the concrete bridge deck,rebar,and steel beam in the negative bending moment region,as well as mid-span deflection,were measured under different load ***,a finite element model for the four-span superstructure of the full-scale bridge was established and validated by the field test *** simulated results in terms of strains and mid-span deflection showed moderate consistency with the test *** field test and the finite element model results demonstrated that the new configuration with the UHPC layer provided an effective alternative for the negative bending moment region of the composite beam.

关键词： field test steel-concrete composite beam continuous girder bridge negative bending moment region ultrahigh performance concrete

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轻型组合桥面板的疲劳性能研究

土木工程学报 2015年第1期48卷 74-81页

作者：丁楠邵旭东湖南大学湖南长沙410082 安徽省交通规划设计研究总院股份有限公司安徽合肥230088

疲劳性能是钢桥面板设计的主要关注点,为研究轻型组合桥面板的疲劳性能,以广东虎门大桥为背景,建立局部有限元模型,利用热点应力法,对不同厚度超高性能混凝土(UHPC)层情形下,钢桥面典型易疲劳开裂细节,进行应力幅计算。然后,对采用45mm... 详细信息

疲劳性能是钢桥面板设计的主要关注点,为研究轻型组合桥面板的疲劳性能,以广东虎门大桥为背景,建立局部有限元模型,利用热点应力法,对不同厚度超高性能混凝土(UHPC)层情形下,钢桥面典型易疲劳开裂细节,进行应力幅计算。然后,对采用45mm厚UHPC层的轻型组合桥面板进行UHPC层及栓钉应力(剪力)分析,并依据前人和二次疲劳足尺模型试验对UHPC层的抗弯拉疲劳性能进行评价。研究结果表明:轻型组合桥面板中UHPC层对于钢面板与纵肋连接细节,应力幅改善作用很大,而对其余细节,其改善程度相对较小;采用45mm厚UHPC层时,前者应力降幅高达51%~82%,后者降幅为21%~28%;面板与纵肋连接细节、纵肋对接细节及横隔板弧形切口细节的疲劳开裂风险可完全消除;UHPC层峰值拉应力为11.91MPa,两次疲劳试验表明其抗弯拉疲劳性能远超虎门大桥的要求。

关键词：轻型组合桥面板疲劳性能应力幅超高性能混凝土疲劳试验

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闭口肋轻型组合桥面板疲劳性能研究

土木工程学报 2017年第4期50卷 89-96页

作者：彭勃邵旭东湖南大学风工程与桥梁工程湖南省重点实验室湖南长沙410082 湖南路桥建设集团有限责任公司湖南长沙410007 湖南大学土木工程学院湖南长沙410082

以洞庭湖二桥闭口肋轻型组合桥面板为对象,研究了焊接疲劳开裂细节,并引入热点应力法计算得到其应力幅值。对比分析后发现,与横梁相关的疲劳细节仍然有较高的应力幅值。针对国内外规范中典型横梁闭口肋开孔形式以及不同横梁厚度,开展有... 详细信息

以洞庭湖二桥闭口肋轻型组合桥面板为对象,研究了焊接疲劳开裂细节,并引入热点应力法计算得到其应力幅值。对比分析后发现,与横梁相关的疲劳细节仍然有较高的应力幅值。针对国内外规范中典型横梁闭口肋开孔形式以及不同横梁厚度,开展有限元分析,从而进一步优化各疲劳细节的受力状态。数值分析结果表明:与传统钢桥面板相比,闭口肋轻型组合桥面板能大大降低各典型疲劳细节的应力幅值,降幅可达23.2%~86.1%;Eourcode3规范推荐的铁路桥梁孔型较优;横梁厚度的变化能大大改善横梁处相关疲劳细节的应力水平。足尺模型疲劳试验表明,洞庭湖二桥横梁圆弧过渡处疲劳细节强度满足设计要求;通过对STC层与钢顶板之间三种不同黏结方式的分析表明,界面黏结性的增强能改善轻型组合结构的受力性能。

关键词：洞庭湖二桥轻型组合桥面板闭口肋热点应力法足尺模型疲劳试验黏结方式

正交异性闭口加劲板的承载力分析理论及试验研究

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土木工程学报 2007年第6期40卷 42-48页

作者：李立峰邵旭东湖南大学湖南长沙410082

加劲板的局部稳定是正交异性扁平钢箱梁结构设计中的一个关键问题,我国桥梁设计规范没有这方面的规定。为了解决正交异性扁平钢箱梁结构中闭口加劲板的稳定极限承载力计算问题,以适应我国目前钢桥应用日益广泛的需要,在总结中外学者研... 详细信息

加劲板的局部稳定是正交异性扁平钢箱梁结构设计中的一个关键问题,我国桥梁设计规范没有这方面的规定。为了解决正交异性扁平钢箱梁结构中闭口加劲板的稳定极限承载力计算问题,以适应我国目前钢桥应用日益广泛的需要,在总结中外学者研究成果和国内外设计规范的基础上,提出一种计算闭口加劲板稳定承载力的计算理论,该理论计入材料非线性、几何非线性、初始几何缺陷、焊接残余应力等4种不利影响,并对加劲板结构的初始几何缺陷大小的取值以及残余应力分布模式进行讨论。为了验证理论的正确性、把握闭口加劲板结构的屈曲特性,设计3种不同结构布置的6块闭口加劲板结构进行稳定承载力模型试验,得到加劲板的破坏形态、极限荷载大小以及荷载-位移关系曲线。试验结果与理论分析结果吻合较好,这表明该理论可用于对闭口加劲板的极限承载力计算。

关键词：正交异性钢箱梁闭口加劲板稳定承载力非线性模型试验

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钢管混凝土拱极限承载力分析的共旋坐标法

哈尔滨工业大学学报 2013年第12期45卷 86-89页

作者：邓继华邵旭东谭平长沙理工大学土木与建筑工程学院长沙410076 广州大学工程抗震研究中心广州510405 湖南大学土木工程学院长沙410082

为提高钢管混凝土拱极限承载力分析的精度和效率,基于共旋坐标法建立了考虑材料和几何非线性的钢管混凝土拱数值分析模型.首先基于共旋坐标系下应变和消除刚体位移后的变形为线性关系,利用虚功原理无须迭代就可直接计算出该坐标系下完... 详细信息

为提高钢管混凝土拱极限承载力分析的精度和效率,基于共旋坐标法建立了考虑材料和几何非线性的钢管混凝土拱数值分析模型.首先基于共旋坐标系下应变和消除刚体位移后的变形为线性关系,利用虚功原理无须迭代就可直接计算出该坐标系下完全粘结钢管混凝土梁单元考虑材料非线性的切线刚度矩阵,再通过结构坐标系与共旋坐标系下节点力之间及节点位移之间的总量关系及微分导出的增量关系,最终获得其在结构坐标系中考虑几何与材料双非线性的切线刚度矩阵,不平衡力完全是基于全量来计算.算例结果表明,该算法具有减少计算量、不累积误差和精度高等优点.

关键词：钢管混凝土极限承载力共旋坐标法双非线性切线刚度矩阵

全无缝化桥梁接线路面温升效应及端部位移计算

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中南大学学报（自然科学版） 2016年第10期47卷 3538-3545页

作者：李嘉赵乾文邵旭东湖南大学土木工程学院湖南长沙410082

为防止全无缝化桥梁体系对后续普通路面产生不利影响,开展无缝桥梁接线路面温升效应研究。建立温升状况下加筋接线路面计算模型,推导加筋接线路面受力、位移理论计算公式;通过分析锚固地梁结构受力变形机理,引入矩阵位移法,得到1~3道地... 详细信息

为防止全无缝化桥梁体系对后续普通路面产生不利影响,开展无缝桥梁接线路面温升效应研究。建立温升状况下加筋接线路面计算模型,推导加筋接线路面受力、位移理论计算公式;通过分析锚固地梁结构受力变形机理,引入矩阵位移法,得到1~3道地梁端部位移与端部力的关系式。采用VB语言编制程序,计算接线路面板截面应力及其位移。研究结果表明：解析法所得接线路面板压应力与实桥监测压应力的相对误差为0.2%~14.4%,两者较接近,说明理论分析方法可用于全无缝化桥梁接线路面应力与位移计算;在最大温升情况下,路面板压应力小于材料抗压强度标准值;锚固地梁结构能有效控制端部位移。

关键词：道路工程无缝桥梁接线路面受力分析温度效应锚固地梁

碳纳米管在水泥基复合材料中的分散方法研究进展

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材料导报 2018年第1期32卷 149-158,166页

作者：朱平邓广辉邵旭东湖南大学土木工程学院长沙410082 湖南大学汽车车身先进设计制造国家重点实验室长沙410082 湖南大学风工程与桥梁工程湖南省重点实验室长沙410082

碳纳米管(CNTs)作为性能优越的新型纳米材料被广泛用于增强基体材料,但是其易团聚且难以分散,使得实现其在基体材料中的均匀分散成为研究的重点。详细介绍了CNTs在增强水泥基复合材料研究中的分散方法与分散机理,并比较了各种分散方法... 详细信息

碳纳米管(CNTs)作为性能优越的新型纳米材料被广泛用于增强基体材料,但是其易团聚且难以分散,使得实现其在基体材料中的均匀分散成为研究的重点。详细介绍了CNTs在增强水泥基复合材料研究中的分散方法与分散机理,并比较了各种分散方法的优缺点。重点论述了超声时间、酸处理时间、表面活性剂种类与掺量等因素对CNTs分散效果的影响,并讨论了评价CNTs分散效果的表征方法。将CNTs均匀分散到水泥基体中,可以显著提高复合材料的各项力学性能。

关键词：碳纳米管水泥基复合材料分散方法分散机理表征方法力学性能