Fatigue testing and analysis of I-girders with trapezoidal corrugated webs

Xu, Jian; Sun, Haohan; Cai, Shunyao; Sun, Wen; Zhang, Boshan

doi:10.1016/j.engstruct.2019.109344

Cited by 25 publications

(4 citation statements)

References 17 publications

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“…Chen et al (2019e) studied a composite girder with corrugated steel webs and the CFST trusses. Xu et al (2019b) evaluated the fatigue performance and vulnerable welding details of corrugated steel web under dynamic actions. Ye et al (2019a) proposed the solution of the bending behavior of corrugated steel web beams using the triangular function, and compared the solution by the method of the Timoshenko beam.…”

Section: Latest Research On Composite Girders In 2019mentioning

confidence: 99%

Review of annual progress of bridge engineering in 2019

Zhao

Yuan

Wei

et al. 2020

ABEN

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Bridge construction is one of the cores of traffic infrastructure construction. To better develop relevant bridge science, this paper introduces the main research progress in China and abroad in 2019 from 13 aspects, including concrete bridges and the high-performance materials, the latest research on steel-concrete composite girders, advances in box girder and cable-supported bridge analysis theories, advance in steel bridges, the theory of bridge evaluation and reinforcement, bridge model tests and new testing techniques, steel bridge fatigue, wind resistance of bridges, vehicle-bridge interactions, progress in seismic design of bridges, bridge hydrodynamics, bridge informatization and intelligent bridge and prefabricated concrete bridge structures.

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Section: Latest Research On Composite Girders In 2019mentioning

confidence: 99%

Review of annual progress of bridge engineering in 2019

Zhao

Yuan

Wei

et al. 2020

ABEN

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“…It is found that trapezoidal corrugated web beams are prone to fatigue under repetitive and large traffic loads. Jun Xu [9] conducted large-scale fatigue tests on trapezoidal corrugated web beams with inclined I-section. The test results show that the critical crack initiates in the bending-shear combined region, while multiple cracks occur at the weld toe of the web-flange connection detail in the constant moment region.…”

Section: Fatigue Resistancementioning

confidence: 99%

Review of Research on Corrugated Web Steel Beams

2023

jemm

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Wave-shaped web plate steel replaces the traditional flat web plate in order to achieve greater planar stiffness and higher shear buckling capacity with a thinner web plate thickness. Additionally, the local compressive load-bearing capacity and fatigue resistance are also improved, resulting in higher load-carrying capacity and economic advantages for this type of steel. This translation summarizes the research conducted by domestic and international scholars on wave-shaped web plate steel, focusing on its stability performance, shear buckling, fatigue resistance, and stress concentration. Finally, it concludes by discussing the factors influencing these four performance aspects and proposes improvement methods.

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“…Design proposals are focused on the conception of new geometries or the distribution of materials that improve the behavior of SCCBs [15][16][17][18][19][20][21][22][23][24][25]. Behavior studies are centered on the application of experimental or numerical approaches to study the bridge response when submitted to fire [26][27][28][29][30], seism [31][32][33][34][35][36][37][38][39], fatigue [40][41][42][43][44][45][46][47][48][49][50][51][52], secondary torsion [53], vibrations [54][55][56][57][58][59], blasting loads [60], or other phenomena [61][62]...…”

Section: Design and Behaviormentioning

confidence: 99%

Steel‐Concrete Composite Bridges: Design, Life Cycle Assessment, Maintenance, and Decision‐Making

Martí

2020

Advances in Civil Engineering

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Steel-concrete composite bridges are used as an alternative to concrete bridges because of their ability to adapt their geometry to design constraints and the possibility of reusing some of the materials in the structure. In this review, we report the research carried out on the design, behavior, optimization, construction processes, maintenance, impact assessment, and decision-making techniques of composite bridges in order to arrive at a complete design approach. In addition to a qualitative analysis, a multivariate analysis is used to identify knowledge gaps related to bridge design and to detect trends in research. An additional objective is to make visible the gaps in the sustainable design of composite steel-concrete bridges, which allows us to focus on future research studies. The results of this work show how researchers have concentrated their studies on the preliminary design of bridges with a mainly economic approach, while at a global level, concern is directed towards the search for sustainable solutions. It is found that life cycle impact assessment and decision-making strategies allow bridge managers to improve decision-making, particularly at the end of the life cycle of composite bridges.

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Fatigue testing and analysis of I-girders with trapezoidal corrugated webs

Cited by 25 publications

References 17 publications

Review of annual progress of bridge engineering in 2019

Review of annual progress of bridge engineering in 2019

Review of Research on Corrugated Web Steel Beams

Steel‐Concrete Composite Bridges: Design, Life Cycle Assessment, Maintenance, and Decision‐Making

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