Resource Type

Journal Article 489

Conference Videos 19

Year

2023 37

2022 35

2021 49

2020 27

2019 42

2018 17

2017 14

2016 24

2015 16

2014 32

2013 26

2012 21

2011 17

2010 29

2009 31

2008 23

2007 14

2006 8

2005 9

2004 1

open ︾

Keywords

composite 16

concrete 5

mechanical properties 5

steel fiber 5

fatigue 4

finite element analysis 4

microstructure 4

seismic performance 4

stainless steel 4

steel box girder 4

steel structure 4

durability 3

suspension bridge 3

Baosteel 2

Biofilm 2

Iron and steel industry 2

Microbial community 2

Sulfamethoxazole 2

Sutong Bridge 2

open ︾

Search scope:

排序： Display mode:

Technological development and engineering applications of novel steel-concrete composite structures

Jianguo NIE, Jiaji WANG, Shuangke GOU, Yaoyu ZHU, Jiansheng FAN

Frontiers of Structural and Civil Engineering 2019, Volume 13, Issue 1,   Pages 1-14 doi: 10.1007/s11709-019-0514-x

Abstract: on uplift-restricted and slip-permitted (URSP) connectors, the steel plate concrete composite (SPCC)strengthen technique, and the innovative composite joints.By improving and revising traditional structure types, the comprehensive superiority of steel-concretecomposite structures is well elicited.The research results also indicate that the high-performance steel-concrete composite structures have

Keywords： high-performance composite structure     bi-directional composite     composite transfer     uplift-restricted andslip-permitted connectors     steel plate concrete composite strengthen    

HTML PDF Collect

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 bridgesWhile for steel-concrete composite girders, the concrete deck is generally thick and heavy, and the deckDue to excellent mechanical behaviors and impressive durability of UHPC, the steel-UHPC composite girdersTo date, the proposed steel-UHPC composite girders have been applied to 14 real bridges in China.It is expected that the application of the new steel-UHPC composite girders on long-span bridges will

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

HTML PDF Collect

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

Abstract: In this study, a fully precast steel–ultrahigh performance concrete (UHPC) lightweight composite bridgeA specimen consisting of two prefabricated steel–UHPC composite girder parts and one post-cast jointa simplified calculation method for the design moment, and a deflection calculation method for the steel–UHPCcomposite girder in consideration of the UHPC tensile stiffness effect were presented.

Keywords： accelerated bridge construction     ultrahigh-performance concrete     steel–UHPC composite bridge     UHPC girder-to-girder    

HTML PDF Collect

Flexural and longitudinal shear performance of precast lightweight steel–ultra-high performance concretecomposite beam

Frontiers of Structural and Civil Engineering 2023, Volume 17, Issue 5,   Pages 704-721 doi: 10.1007/s11709-023-0941-6

Abstract: In this study, the flexural and longitudinal shear performances of two types of precast lightweight steel–ultra-highperformance concrete (UHPC) composite beams are investigated, where a cluster UHPC slab (CUS) and anormal UHPC slab (NUS) are connected to a steel beam using headed studs through discontinuous shear pocketsreinforcement can be canceled when the compressive strength of UHPC is 150 MPa and the volume fraction of steel

Keywords： precast steel–UHPC composite beam     flexural performance     longitudinal shear performance     parametric study    

HTML PDF Collect

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.

Keywords： Fatigue assessment     composite bridge deck     rail-cum-road bridge     fatigue stress analysis     Model Code    

HTML PDF Collect

Evolution of composite fouling on a vertical stainless steel surface caused by treated sewage

Cheng ZAN, Lin SHI, Xiujuan MA, Wenyan YANG,

Frontiers in Energy 2010, Volume 4, Issue 2,   Pages 171-180 doi: 10.1007/s11708-009-0068-z

Abstract: Composite biological and inorganic fouling occurs in plate heat exchangers (PHEs) using treated sewageoptimize the heat exchange process and improve the anti-fouling strategies, the dynamic behavior of compositefouling at a vertical surface of stainless steel (ANSI 316L) was investigated under typical conditionsThe growth curves of composite fouling were obtained.The evolution of composite fouling was characterized by means of environmental scanning electron microscopy

Keywords： treated sewage     plate heat exchanger     stainless steel     composite fouling     biofouling    

HTML PDF Collect

Resiliency of steel and composite structures

Roberto T. LEON,Yu GAO

Frontiers of Structural and Civil Engineering 2016, Volume 10, Issue 3,   Pages 239-253 doi: 10.1007/s11709-016-0349-7

Abstract: The first part addresses the resiliency and sustainability of steel and composite structures from a fundamentalintended as an introduction to the other six papers that form part of this issue related to resiliency of steelbetween circular concrete filled tubes and conventional beams with reduced flange sections consisting of steellead to innovative ways of addressing issues related to robustness, resiliency and sustainability of steel

Keywords： steel structures     resiliency     sustainability     recentering systems     shape memory alloys    

HTML PDF Collect

Combination form analysis and experimental study of mechanical properties on steel sheet glass fiberreinforced polymer composite bar

Frontiers of Structural and Civil Engineering 2021, Volume 15, Issue 4,   Pages 834-850 doi: 10.1007/s11709-021-0743-7

Abstract: The concept of steel sheet glass fiber reinforced polymer (GFRP) composite bar (SSGCB) was put forwardThe composite principle, material selection, and SSGCB preparation technology have been described incore structures and different steel core contents based on the mechanical properties.results revealed that the elastic modulus of SSGCB had improvements and increased with the rise of steelShear strength was also increased with the addition of steel content.

Keywords： steel sheet GFRP composite bar     combination form     numerical modeling     mechanical properties test     strength    

HTML PDF Collect

Nonlinear experimental response of non-conventional composite steel and concrete connection

Tobia ZORDAN, Bruno BRISEGHELLA

Frontiers of Structural and Civil Engineering 2009, Volume 3, Issue 1,   Pages 42-49 doi: 10.1007/s11709-008-0058-y

Abstract: out on a set of full-scale specimens of a non-conventional connection between a concrete column and a compositesteel and concrete beam defined on the basis of a number of requirements.For this purpose, the traditional shear studs used at the interface between the steel beam and the upperconcrete slab, are also employed at the ends of the steel profiles welded horizontally to the end plates

Keywords： composite connections     nonlinear behaviour     hogging moment     monotonic tests    

HTML PDF Collect

Experiment and calculation on seismic behavior of RC composite core walls with concealed steel truss

Wanlin CAO , Weihua CHANG , Changjun ZHAO , Jianwei ZHANG ,

Frontiers of Structural and Civil Engineering 2009, Volume 3, Issue 3,   Pages 255-261 doi: 10.1007/s11709-009-0043-0

Abstract: To improve the seismic performance of reinforced concrete core walls, reinforced concrete composite corewalls with concealed steel truss were proposed and systemically investigated.scale core wall specimens, including a normal reinforced concrete core wall and a reinforced concrete compositecore wall with concealed steel truss, were designed.test results showed that the seismic performance of core walls is improved greatly by the concealed steel

Keywords： reinforced concrete     steel truss     core walls     seismic performance    

HTML PDF Collect

Resent progress of non-quenched and tempered steel for automotive sheet

Chen Yunbo,Ma Mingtu and Wang Guodong

Strategic Study of CAE 2014, Volume 16, Issue 2,   Pages 4-17

Abstract:

The resent application and progress of non- quenched and tempered steel is reviewed.intragranular ferrite （IGF），controlled rolling and cooling technology of non-quenched and tempered steelThe problems for the production and application of non-quenched and tempered steel in China are also

Keywords： non- quenched and tempered steel     development and application     micro- alloying     strengthen principle    

HTML PDF Collect

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 steelCompared 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 obtainedThe test results showed that the plastic performance of this kind of composite bridge deck was satisfying

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

HTML PDF Collect

Trial design of arch bridge of composite box section with steel web-concrete flange

Jiangang WEI, Qingwei HUANG, Baochun CHEN,

Frontiers of Structural and Civil Engineering 2010, Volume 4, Issue 3,   Pages 370-375 doi: 10.1007/s11709-010-0073-7

Abstract: A potential solution is to use a composite box arch ring with steel web-concrete flange.concrete arch bridge in the world with a main span of 420 m) as a prototype, trial designs of a compositebox arch with steel webs (including corrugated steel webs and plain steel webs) and concrete flangesIt is shown that the self-weight of the composite arch can reduce about 28% and the structures can meetthe design requirements, therefore it is possible to use the two composite arches in long span arch

Keywords： steel webs     concrete     box arch     trial design     structural behaviors     finite element method    

HTML PDF Collect

Analysis and design of steel-concrete composite sandwich systems subjected to extreme loads

Kazi Md Abu SOHEL, Jat Yuen Richard LIEW, Min Hong ZHANG

Frontiers of Structural and Civil Engineering 2011, Volume 5, Issue 3,   Pages 278-293 doi: 10.1007/s11709-011-0120-z

Abstract: This paper presents the design guide based on analytical, numerical and experimental investigation of Steel-concrete-steelconnectors are capable of resisting impact load with less damage in comparison than equivalent stiffened steel

Keywords： blast load     composite structure     impact load     lightweight concrete     sandwich plate     J-hook connector    

HTML PDF Collect

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

Frontiers of Structural and Civil Engineering 2022, Volume 16, Issue 6,   Pages 744-761 doi: 10.1007/s11709-022-0843-z

Abstract: Improving the cracking resistance of steel-normal concrete (NC) composite beams in the negative momentregion is one of the main tasks in designing continuous composite beam (CCB) bridges due to the lowThis study proposed an innovative structural configuration for the negative bending moment region in a steel-concreteIn the field investigation, strains on the surface of the concrete bridge deck, rebar, and steel beamwith the UHPC layer provided an effective alternative for the negative bending moment region of the composite

Keywords： field test     steel-concrete composite beam     continuous girder bridge     negative bending moment region    

HTML PDF Collect

Title Author Date Type Operation

Technological development and engineering applications of novel steel-concrete composite structures

Jianguo NIE, Jiaji WANG, Shuangke GOU, Yaoyu ZHU, Jiansheng FAN

Journal Article

Innovative steel-UHPC composite bridge girders for long-span bridges

Xudong SHAO, Lu DENG, Junhui CAO

Journal Article

Precast steel–UHPC lightweight composite bridge for accelerated bridge construction

Shuwen DENG, Xudong SHAO, Xudong ZHAO, Yang WANG, Yan WANG

Journal Article

Flexural and longitudinal shear performance of precast lightweight steel–ultra-high performance concretecomposite beam

Journal Article

Fatigue evaluation of steel-concrete composite deck in steel truss bridge——A case study

Huating CHEN; Xianwei ZHAN; Xiufu ZHU; Wenxue ZHANG

Journal Article

Evolution of composite fouling on a vertical stainless steel surface caused by treated sewage

Cheng ZAN, Lin SHI, Xiujuan MA, Wenyan YANG,

Journal Article

Resiliency of steel and composite structures

Roberto T. LEON,Yu GAO

Journal Article

Combination form analysis and experimental study of mechanical properties on steel sheet glass fiberreinforced polymer composite bar

Journal Article

Nonlinear experimental response of non-conventional composite steel and concrete connection

Tobia ZORDAN, Bruno BRISEGHELLA

Journal Article

Experiment and calculation on seismic behavior of RC composite core walls with concealed steel truss

Wanlin CAO , Weihua CHANG , Changjun ZHAO , Jianwei ZHANG ,

Journal Article

Resent progress of non-quenched and tempered steel for automotive sheet

Chen Yunbo,Ma Mingtu and Wang Guodong

Journal Article

Bending performance of composite bridge deck with T-shaped ribs

Qingtian SU, Changyuan DAI, Xu JIANG

Journal Article

Trial design of arch bridge of composite box section with steel web-concrete flange

Jiangang WEI, Qingwei HUANG, Baochun CHEN,

Journal Article

Analysis and design of steel-concrete composite sandwich systems subjected to extreme loads

Kazi Md Abu SOHEL, Jat Yuen Richard LIEW, Min Hong ZHANG

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