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Precast steel–UHPC lightweight composite bridge for accelerated bridge construction
Shuwen DENG, Xudong SHAO, Xudong ZHAO, Yang WANG, Yan WANG
Frontiers of Structural and Civil Engineering 2021, Volume 15, Issue 2, Pages 364-377 doi: 10.1007/s11709-021-0702-3
Keywords: accelerated bridge construction ultrahigh-performance concrete steel–UHPC composite bridge UHPC girder-to-girder
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
Keywords: steel-UHPC composite bridge girder long-span bridge orthotropic steel deck fatigue cracking durability
Construction management and technology innovation for main projects of Quanzhou Bay Bridge
Jun DU, Fangwen WENG
Frontiers of Engineering Management 2021, Volume 8, Issue 1, Pages 151-155 doi: 10.1007/s42524-020-0147-8
Keywords: construction management technology innovation UHPC trestle panel
Minghong QIU; Xudong SHAO; Weiye HU; Yanping ZHU; Husam H. HUSSEIN; Yaobei HE; Qiongwei LIU
Frontiers of Structural and Civil Engineering 2022, Volume 16, Issue 6, Pages 744-761 doi: 10.1007/s11709-022-0843-z
Keywords: field test steel-concrete composite beam continuous girder bridge negative bending moment region ultrahigh performance concrete
Frontiers of Structural and Civil Engineering 2023, Volume 17, Issue 5, Pages 704-721 doi: 10.1007/s11709-023-0941-6
Keywords: precast steel–UHPC composite beam flexural performance longitudinal shear performance parametric study
Behaviors of super-long span prestressed cable-stayed bridge with CFRP cables and UHPC girder
Fang Zhi,Ren Liang,Fan Fenghong
Strategic Study of CAE 2012, Volume 14, Issue 7, Pages 53-59
To discuss the applicability of carbon fiber reinforced polymer (CFRP) cables and reactive powder concrete (RPC)in super long span cable stayed bridges, taking a 1 008 m cable stayed bridge using steel girder and steel cables as example, a cable stayed bridge with the same span using RPC(reactive powder concrete) as the girder and advanced composite material CFRP (carbon fiber reinforced polymer) as the cable was designed, in which the cable cross section was determined by the principles of equivalent cable strength and the beam cross section was determined considering the stiffness, shear capacity and local stability. Based on the method of finite element analysis, the comparative study of these two structures on their static properties, dynamic properties, stability and wind resistance were carried out. The results show that it is feasible for using RPC as the girder and CFRP as the cable so as to form a highly efficient, durable cable stayed bridge of concrete structure and make its applicable span reach about 1 000 m long.
Keywords: cable-stayed bridge CFRP RPC mechanical properties
Elmira SHOUSHTARI, M. Saiid SAIIDI, Ahmad ITANI, Mohamed A. MOUSTAFA
Frontiers of Structural and Civil Engineering 2020, Volume 14, Issue 1, Pages 169-184 doi: 10.1007/s11709-019-0590-y
Keywords: shake table test accelerated bridge construction steel girder bridge OpenSEES UHPC simple for dead continuous
Title Author Date Type Operation
Precast steel–UHPC lightweight composite bridge for accelerated bridge construction
Shuwen DENG, Xudong SHAO, Xudong ZHAO, Yang WANG, Yan WANG
Journal Article
Innovative steel-UHPC composite bridge girders for long-span bridges
Xudong SHAO, Lu DENG, Junhui CAO
Journal Article
Construction management and technology innovation for main projects of Quanzhou Bay Bridge
Jun DU, Fangwen WENG
Journal Article
Field validation of UHPC layer in negative moment region of steel-concrete composite continuous girder
Minghong QIU; Xudong SHAO; Weiye HU; Yanping ZHU; Husam H. HUSSEIN; Yaobei HE; Qiongwei LIU
Journal Article
Flexural and longitudinal shear performance of precast lightweight steel–ultra-high performance concrete composite beam
Journal Article
Behaviors of super-long span prestressed cable-stayed bridge with CFRP cables and UHPC girder
Fang Zhi,Ren Liang,Fan Fenghong
Journal Article