钢-UHPC组合结构桥梁研究进展

doi:10.11896/cldb.19090024

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Abstract UHPC(Ultra-high performance concrete)is a new type of cement matrix composite material with excellent mechanical properties, which has broken the limit of cement base material and application field, and has been applied in steel-UHPC composite structure bridge.
Aiming at the technical difficult problem about limited spanning ability and poor durability of the existing bridge, domestic and foreign scholars put forward the steel-UHPC composite structure taking the advantages of UHPC. At present, plentiful and substantial achievements have been achieved, such as the flexural behavior, crack resistance, fatigue performance, shear behavior of stud, the factors influencing joint performance, prefabricated structures and assembly method.
The steel-UHPC composite structure has good economy and feasibility, meanwhile it has better crack resistance and bending performance under positive and negative bending moments, which can greatly reduce the detail fatigue stress amplitude of steel structure. The shear properties of the stud shear connector are significantly affected by the diameter and yield strength of the stud. The performance of joints are affected by the anchorage length of steel bars, joint interface and joint type. The steel-UHPC composite structure is suitable for prefabricated construction, and has good application prospect in rapid construction technology of prefabricated bridge and long-span bridge structure, which shows a good development trend.
In this paper, the static performance, fatigue performance, joint performance and steel-UHPC composite bridge are summarized systematically. The application prospect of steel-UHPC composite bridge is analyzed. The research trend of further improvement of steel-UHPC composite structure in design theory, specification system and application field is pointed out, and references for future research work and engineering application are provided.

Key words： steel-UHPC composite structure fatigue performance assembly flexural behavior stud shear joint

Published: 19 February 2021

CLC number:

TU398+.9

Fund:This work was financially supported by the Postgraduate Innovation Foundation of Hunan Province(CX20190637), Natural Science Foundation of Hunan Pro-vince (2019JJ50138), the Natural Science Foundation of China (51878072), General Project of Hunan Provincial Education Department (19C0566).

About author:: Dan Zeng received her master's degree in civil engineering from central south university in 2016. She is currently pursuing her Ph.D. at Changsha University of Science and Technology under the supervision of Prof. Yang Liu majoring in bridge and tunnel engineering. Her research has focused on ultra-high performance concrete Bridges and structural reliability.
Yang Liu is a doctor of engineering, professor and doctoral supervisor. He is a director of Bridge and Structu-ral Engineering of China Civil Engineering Society, a member of China Transport Commission for Young Experts and International Bridge and Structural Enginee-ring association (IABSE).His research interests include ultra-high performance concrete bridges and structural reliability, lots of research results have been obtained. More than 70 research papers in SCI journals such as Structural Engineering and Mechanics, Journal of Bridge Engineering, Advances in Structural Engineering, International Journal of Reliability and Safety have been published as the first or corresponding author. He has won 2 second prizes of National Science and Technology Progress Award, 2 first prizes and 3 second prizes of Provincial and Ministerial Science and Technology Progress Award and has been selected into the ministry of education “New Century Outstanding Talent Support Plan” National Young Science and Technology Talents of the Ministry of Communications; Academic Leaders of Colleges and Universities in Hunan Province and National Outstanding Scientific and Technological Workers.

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	LIU Yang
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Cite this article:

LIU Yang,ZENG Dan,CAO Lei, et al. Advances of Steel-UHPC Composite Bridge[J]. Materials Reports, 2021, 35(3): 3104-3113.

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http://www.mater-rep.com/EN/10.11896/cldb.19090024 OR http://www.mater-rep.com/EN/Y2021/V35/I3/3104

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