1 College of Civil Engineering, Changsha University of Science and Technology, Changsha 410114, China; 2 College of Civil Engineering, Hunan University of Technology, Zhuzhou 412007, China
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.
作者简介: 曾丹,2016年6月毕业于中南林业科技大学,获得土木工程专业工学硕士学位。现为长沙理工大学桥梁与隧道工程专业博士研究生,在刘扬教授的指导下进行研究。目前主要研究领域为超高性能混凝土桥梁及结构可靠度研究。 刘扬,工学博士,教授,博士研究生导师,中国土木工程学会桥梁与结构工程分会理事,中国交通运输青年专家委员会委员,国际桥梁与结构工程协会(IABSE)会员。从事超高性能混凝土桥梁及结构可靠度研究,并取得了大量研究成果,以第一或通讯作者身份在Structural Engineering and Mechanics、Journal of Bridge Engineering、Advances in Structural Engineering、International Journal of Reliability and Safety等SCI学术期刊发表研究论文70余篇。曾获国家科技进步二等奖2项,省部级科技进步一等奖2项、二等奖3项。先后入选教育部“新世纪优秀人才支持计划”交通部全国青年科技英才;湖南省普通高校学科带头人和全国优秀科技工作者。
引用本文:
刘扬, 曾丹, 曹磊, 王达. 钢-UHPC组合结构桥梁研究进展[J]. 材料导报, 2021, 35(3): 3104-3113.
LIU Yang, ZENG Dan, CAO Lei, WANG Da. Advances of Steel-UHPC Composite Bridge. Materials Reports, 2021, 35(3): 3104-3113.
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2021, Vol. 35 
