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A method for examining the seismic performance of steel arch deck bridges

Cheng-Yu LIANG, Airong CHEN,

Frontiers of Structural and Civil Engineering 2010, Volume 4, Issue 3,   Pages 311-320 doi: 10.1007/s11709-010-0080-8

Abstract: To examine the seismic resistance performance of a steel arch bridge during a strong earthquake, an approachA steel fixed-end deck arch bridge with a span length of 200 m was used as an example in this studyThe seismic responses of the arch bridge exposed to strong earthquakes in two and three directions wereThe results show that steel arch bridges have preferable seismic resistance under strong earthquake conditionsIt is feasible to examine the seismic performance of the arch bridge by ascertaining the out-of-plane

Keywords： seismic performance     earthquake damage     steel deck arch bridge    

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Performance of steel bridge deck pavement structure with ultra high performance concrete based on resin

Frontiers of Structural and Civil Engineering 2021, Volume 15, Issue 4,   Pages 895-904 doi: 10.1007/s11709-021-0759-z

Abstract: This research investigated a pavement system on steel bridge decks that use epoxy resin (EP) bonded ultra-highThe results show that the resin bonded UHPC pavement structure can reduce the weld strain in the steelof the pavement interface from 1.3 MPa, and improve the bending resistance of the UHPC structure on steelbridge decks by about 50%; the bending resistance of reinforced UHPC structures is twice that of unreinforcedbridge decks under traffic conditions of large flow and heavy load.

Keywords： steel bridge deck pavement     ultra-high-performance concrete     epoxy resin     composite structure     bending    

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Fatigue evaluation of steel-concrete composite deck in steel truss bridge——A case study

Huating CHEN; Xianwei ZHAN; Xiufu ZHU; Wenxue ZHANG

Frontiers of Structural and Civil Engineering 2022, Volume 16, Issue 10,   Pages 1336-1350 doi: 10.1007/s11709-022-0852-y

Abstract: To study the fatigue behavior of a steel-concrete composite bridge deck, we took a newly-constructedrail-cum-road steel truss bridge as a case study.The results indicate that flexural failure of the bridge deck in the transverse negative bending momentHowever, while the top surface of the bridge deck concrete near the truss cracks after just six years, the bridge deck performs with fatigue cracks during most of its design service life.

Keywords： Fatigue assessment     composite bridge deck     rail-cum-road bridge     fatigue stress analysis     Model Code    

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Bending performance of composite bridge deck with T-shaped ribs

Qingtian SU, Changyuan DAI, Xu JIANG

Frontiers of Structural and Civil Engineering 2019, Volume 13, Issue 4,   Pages 990-997 doi: 10.1007/s11709-019-0532-8

Abstract: This paper proposes a new type of steel-concrete composite deck, which is composed of orthotropic steeldeck (OSD) with T-shaped ribs, concrete plate and studs connecting OSD and concrete plate.Compared with conventional OSD system, this new type of composite bridge deck can also improve fatigueThe load-deflection curve, load-slip relation, strain distribution in concrete and steel were obtainedThe test results showed that the plastic performance of this kind of composite bridge deck was satisfying

Keywords： bending performance     composite bridge deck     T-shaped steel ribs    

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Trial design of arch bridge of composite box section with steel web-concrete flange

Jiangang WEI, Qingwei HUANG, Baochun CHEN,

Frontiers of Structural and Civil Engineering 2010, Volume 4, Issue 3,   Pages 370-375 doi: 10.1007/s11709-010-0073-7

Abstract: The concrete arch bridge is a natural and appropriate structural solution, aesthetically pleasing andA potential solution is to use a composite box arch ring with steel web-concrete flange.Taking Wanzhou Yangtze River Bridge (the longest concrete arch bridge in the world with a main span of420 m) as a prototype, trial designs of a composite box arch with steel webs (including corrugatedsteel webs and plain steel webs) and concrete flanges were carried out.

Keywords： steel webs     concrete     box arch     trial design     structural behaviors     finite element method    

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

Xudong SHAO, Lu DENG, Junhui CAO

Frontiers of Structural and Civil Engineering 2019, Volume 13, Issue 4,   Pages 981-989 doi: 10.1007/s11709-019-0531-9

Abstract: Steel and steel-concrete composite girders are two types of girders commonly used for long-span bridgesFor steel girders, the orthotropic steel deck (OSD) is vulnerable to fatigue cracking and the asphaltWhile for steel-concrete composite girders, the concrete deck is generally thick and heavy, and the decklightweight composite bridge girders are proposed, where UHPC denotes ultra-high performance concretebeam and a UHPC waffle deck.

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

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Typical diseases of a long-span concrete-filled steel tubular arch bridge and their effects on vehicle-induced

Jianling HOU, Weibing XU, Yanjiang CHEN, Kaida ZHANG, Hang SUN, Yan LI

Frontiers of Structural and Civil Engineering 2020, Volume 14, Issue 4,   Pages 867-887 doi: 10.1007/s11709-020-0649-9

Abstract: A long-span concrete-filled steel tubular (CFST) arch bridge suffers severe vehicle-induced dynamic responsesto study the effects of typical diseases on the vehicle-induced dynamic response of a typical CFST archbridge.significant changes in the vehicle-induced acceleration response, particularly when the supports and steel

Keywords： long-span arch bridge     expansion joint disease     vehicle-bridge coupling vibration     dynamic response    

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Concrete-Filled Steel Tube Arch Bridges in China Review

Jielian Zheng, Jianjun Wang

Engineering 2018, Volume 4, Issue 1,   Pages 143-155 doi: 10.1016/j.eng.2017.12.003

Abstract: the past 20 years, great progress has been achieved in China in the construction of concrete-filled steelThe span of these bridges has been increasing rapidly, which is rare in the history of bridge development, and installation of steel tube arch trusses, the preparation and pouring of in-tube concrete, and theconstruction of the world’s longest CFST arch bridge—the First Hejiang Yangtze River BridgeRiver Bridge and the Yunnan–Guangxi Railway Nanpan River Bridge—is discussed.

Keywords： Concrete-filled steel tube (CFST) arch bridge     Steel-reinforced concrete arch bridge     Cable-stayed fastening-hanging    

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Study on the synergistic experimental model of long span steel bridge deck pavement system

Xia Guoxing,Qian Zhendong,Chen Chun and Liu Yan

Strategic Study of CAE 2012, Volume 14, Issue 5,   Pages 96-100

Abstract: bridge deck-pavement system truly in laboratory experiments, this paper studies the synergistic experimentalmodel of flexible long-span steel bridge deck-pavement system.Eventually, the synergistic experimental model of long-span steel bridge deck-pavement system is obtainedThe results may provide theoretical basis for designing of laboratory experiment model on steel bridgedeck.

Keywords： synergistic     experimental model     long-span steel bridge deck-pavement system    

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Stress analysis of deck pavement of continuous steel box girder

Li Guofen,Cao Mu, Wang Hongchang,Zhu Huaping

Strategic Study of CAE 2013, Volume 15, Issue 8,   Pages 79-83

Abstract:

The geometric structure of steel deck plates is complex.So it is difficult to get precise results in the mechanics calculation of deck pavement with traditionalfinite element method for the mechanics analysis of the composite guss asphalt surfacing layer of curved steelBy taking the orthotropic steel deck and the pavement as a whole, a reasonable finite element model whichAccording to the common diseases in steel deck pavements and the effect of the overload and the horizontal

Keywords： bridge deck pavement     curved continuous steel box girder     surfacing cracking     bond slip     stress and the    

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Feasibility of crack free reinforced concrete bridge deck from materials composition perspective: a state

Mahdi AREZOUMANDI

Frontiers of Structural and Civil Engineering 2015, Volume 9, Issue 1,   Pages 91-103 doi: 10.1007/s11709-015-0274-1

Abstract: Early age cracking on bridge deck has been the subject of many studies for years.Millions of dollars spent to repair the cracked bridge decks each year.To design an appropriate mixture for crack free bridge deck, it is important to study previous researchesperformance of different materials compositions as well as methods have been used to reduce and control bridgedeck cracks.

Keywords： bridge deck     crack     fiber     shrinkage     shrinkage reducing admixture    

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Feasibility Study on Design and Construction of Concrete Filled Steel Tubular Arch Bridge with a Span

Zheng Jielian,Wang Jianjun,Mou Tingmin,Feng Zhi,Han Yu,Qin Dayan

Strategic Study of CAE 2014, Volume 16, Issue 8,   Pages 33-37

Abstract: text-align: justify;">Based on the design and complete construction techniques of 500m-span concrete filled steeltubular (CFST) arch bridge, a feasibility study on design and construction techniques of 700m-span CFSTarch bridge was conducted.Considering economical efficiency, safety and other factors, CFST arch bridge is a strong competitorwhen building a 700m-span bridge and should be put on engineering practice and spread as soon as possible

Keywords： bridge engineering     span of 700m grade     concrete filled steel tubular(CFST) arch bridge     design     construction    

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Influence of pavement on fatigue stress range of orthotropic steel deck

Wu Chong,Liu Haiyan,Zhang Shengli,Cui Bing,Ding Wenjun

Strategic Study of CAE 2010, Volume 12, Issue 7,   Pages 39-42

Abstract:

Because the thickness of orthotropic steel deck is thin and the stiffnessof pavement is relatively large, the interaction between orthotropic steel deck and pavement on it cannot be neglected in the fatigue design of orthotropic steel deck.Based on the assumption of non-slip between pavement and the bridge deck, influences of elastic modulusand thickness of pavement on the fatigue stress range of four typical details in orthotropic steel deck

Keywords： bridge     orthotropic steel deck     pavement     fatigue     stress range    

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Study on fatigue performance of steel deck pavement for the Fourth Nanjing Yangtze River Bridge

Zhan Yu,Li Guofen,Wang Hongchang

Strategic Study of CAE 2013, Volume 15, Issue 8,   Pages 75-78

Abstract:

Based on the steel deck pavement of the Fourth Nanjing Yangtze RiverBridge, this paper carried out fatigue performance tests of the pavement at 20 ℃.order to make the results reflecting the actual situation of pavement more realistically, we used main bridgepavement's mixes for molding specimens; molding and rolling composite beam with steel was at theused to study the fatigue property of each layer; in dition, the fatigue tests of composite beams with steel

Keywords： highway engineering     steel deck pavement     fatigue property     splitting fatigue     fatigue equation    

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Investigation of mechanical performance of prestressed steel arch in tunnel

Yaqiong WANG, Yunxiao XIN, Yongli XIE, Jie LI, Zhifeng WANG

Frontiers of Structural and Civil Engineering 2017, Volume 11, Issue 3,   Pages 360-367 doi: 10.1007/s11709-017-0429-3

Abstract: In the traditional tunneling method, the steel arch are often adopted to support surrounding rock toIf the steel arch is prestressed in time, tunnel support can effectively prevent the development of rockBased on the mechanical model of steel arch established in this paper, the stress distribution of steelThe results show that the prestressed steel arch structure can provide effective support and the stressFurthermore, the stress distribution applied by the prestressed steel arch on the surrounding rock is

Keywords： tunnel support     prestressing force     steel arch     numerical analysis    

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Title Author Date Type Operation

A method for examining the seismic performance of steel arch deck bridges

Cheng-Yu LIANG, Airong CHEN,

Journal Article

Performance of steel bridge deck pavement structure with ultra high performance concrete based on resin

Journal Article

Fatigue evaluation of steel-concrete composite deck in steel truss bridge——A case study

Huating CHEN; Xianwei ZHAN; Xiufu ZHU; Wenxue ZHANG

Journal Article

Bending performance of composite bridge deck with T-shaped ribs

Qingtian SU, Changyuan DAI, Xu JIANG

Journal Article

Trial design of arch bridge of composite box section with steel web-concrete flange

Jiangang WEI, Qingwei HUANG, Baochun CHEN,

Journal Article

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

Xudong SHAO, Lu DENG, Junhui CAO

Journal Article

Typical diseases of a long-span concrete-filled steel tubular arch bridge and their effects on vehicle-induced

Jianling HOU, Weibing XU, Yanjiang CHEN, Kaida ZHANG, Hang SUN, Yan LI

Journal Article

Concrete-Filled Steel Tube Arch Bridges in China

Jielian Zheng, Jianjun Wang

Journal Article

Study on the synergistic experimental model of long span steel bridge deck pavement system

Xia Guoxing,Qian Zhendong,Chen Chun and Liu Yan

Journal Article

Stress analysis of deck pavement of continuous steel box girder

Li Guofen,Cao Mu, Wang Hongchang,Zhu Huaping

Journal Article

Feasibility of crack free reinforced concrete bridge deck from materials composition perspective: a state

Mahdi AREZOUMANDI

Journal Article

Feasibility Study on Design and Construction of Concrete Filled Steel Tubular Arch Bridge with a Span

Zheng Jielian,Wang Jianjun,Mou Tingmin,Feng Zhi,Han Yu,Qin Dayan

Journal Article

Influence of pavement on fatigue stress range of orthotropic steel deck

Wu Chong,Liu Haiyan,Zhang Shengli,Cui Bing,Ding Wenjun

Journal Article

Study on fatigue performance of steel deck pavement for the Fourth Nanjing Yangtze River Bridge

Zhan Yu,Li Guofen,Wang Hongchang

Journal Article

Investigation of mechanical performance of prestressed steel arch in tunnel

Yaqiong WANG, Yunxiao XIN, Yongli XIE, Jie LI, Zhifeng WANG

Journal Article