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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 steelThe EP bonding layer can nearly double the drawing strength of the pavement interface from 1.3 MPa, andimprove the bending resistance of the UHPC structure on steel bridge decks by about 50%; the bendingdynamic deflection of 0.35 mm, which meets the requirements for fatigue performance of pavements on steel

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

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Study on steel deck pavement rutting model of composite guss asphalt concrete

Zhang Dengjing

Strategic Study of CAE 2013, Volume 15, Issue 8, Pages 63-69

Abstract:

Based on the steel bridge deck pavement test results of The Fourth Nanjingcombined with the study of the phenomenon of overloading in Nanjing area, rutting evaluation model of steeldeck pavement of composite guss asphalt concrete were put forward and validated by field test.

Keywords： steel deck pavement composite guss asphalt concrete dynamic modulus equivalent axles rutting evaluation

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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.And the deck pavement's stress and strain are analyzed.Eventually, the synergistic experimental model of long-span steel bridge deck-pavement system is obtaineddeck.

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

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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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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 traditionalBy 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 horizontalload in braking to the pavement, this paper puts forward the comprehensive control indicators for pavement

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

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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 ℃.In order to make the results reflecting the actual situation of pavement more realistically, we usedmain bridge pavement's mixes for molding specimens; molding and rolling composite beam with steelused 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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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 results show that steel arch bridges have preferable seismic resistance under strong earthquake conditions

Keywords： seismic performance earthquake damage steel deck arch bridge

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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: An innovative composite deck system has recently been proposed for improved structural performance.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 fatigue life associated with the fatigue fracture of steel reinforcement is 56 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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Mechanical study of steel bridge deck pavement with composite guss asphalt materials

Zhu Huaping,Li Guofen,Cao Mu,Wang Hongchang

Strategic Study of CAE 2013, Volume 15, Issue 8, Pages 60-62

Abstract:

At present, the diseases of steel bridge deck pavement in long-span bridgeare still very common, and steel bridge deck pavement has become a difficult problem of long-span bridgeThe stress analysis of compound casting type asphalt pavement was made using the finite element methodTaking the orthotropic steel deck and the pavement as a whole, a finite element model was established

Keywords： highway engineering steel box girder finite element model stress and strain property dynamic response

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Study on factor of guss asphalt mixture performance

Wang Hongchang,Li Guofen,Zhang Dengjing

Strategic Study of CAE 2013, Volume 15, Issue 8, Pages 70-74

Abstract:

Gussasphalt concrete has been widely used in steel bridge deck pavement

Keywords： road engineering steel deck pavement guss asphalt concrete fluidity penetration rutting

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Research on wheel load spectrum for the steel deck pavement design of Taizhou Bridge

Li Hongtao,Pan Youqiang and Zhang Zhixiang

Strategic Study of CAE 2012, Volume 14, Issue 5, Pages 85-89

Abstract: overloading is serious in Yangtze River Bridges in Jiangsu Province.The research results is useful to the steeldeck pavement design of Taizhou Bridge.

Keywords： Yangtze River Bridges wheel load spectrum wheel load type traffic volume traffic loading

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Meta-synthesis management framework of a complex project: A case study of the deck pavement project of

Qiang MAI, Xing-lin GAO, Shi AN, Ding LIU, Ming LIU

Frontiers of Engineering Management 2018, Volume 5, Issue 1, Pages 4-16 doi: 10.15302/J-FEM-2018076

Abstract: Based on the management practice implemented in the deck pavement project of the Hong Kong-Zhuhai-Macao

Keywords： complex project meta-synthesis management Hong Kong-Zhuhai-Macao Bridge exploration strategy exploitation strategy

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Study on Defect Detection Technology for Bridge Deck Pavements

Guo Chengchao,Xu Pengfei and Cui Can

Strategic Study of CAE 2017, Volume 19, Issue 6, Pages 38-43 doi: 10.15302/J-SSCAE-2017.06.006

Abstract:

The bridge deck is the most vulnerable part of a bridge during its entireThe deck pavement is often adversely affected by improper construction methods, the aging of concrete, and corrosion of steel bars.Therefore, it is necessary to determined defects related to the bridge deck and to conduct relevant qualityThe use of one or more of these methods can accurately assess the deterioration of the bridge deck and

Keywords： bridge deck pavement defect nondestructive testing

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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 fatigueConsidering that this type of composite deck is not yet applied in practical engineering and its mechanicalThe load-deflection curve, load-slip relation, strain distribution in concrete and steel were obtained

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

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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 deckbeam and a UHPC waffle deck.To date, the proposed steel-UHPC composite girders have been applied to 14 real bridges in China.

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