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Torsional behavior of triangular web profile (TRIWP) steel section by experimental study

Fatimah DE’NAN,Hazwani HASAN,Mohd Hanim OSMAN,Sariffudin SAAD

Frontiers of Structural and Civil Engineering 2016, Volume 10, Issue 4,   Pages 409-419 doi: 10.1007/s11709-016-0358-6

Abstract: A triangular web profile (TriWP) is a modified section where the flanges are connected to a web plateThis study examined the torsional behavior of TriWP steel sections and compared to that of the flat web(FW) steel sections.From the graph of torsional load versus rotational angle, the torsional rotation for all TriWP steelto FW steel section.

Keywords： corrugated web     i-beam     non uniform steel section     torsion resistance     torsion angle     triangular web profilesteel section    

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Mechanical Behavior of a Partially Encased Composite Girder with Corrugated Steel Web: Interaction of

Jun He, Sihao Wang, Yuqing Liu, Zhan Lyu, Chuanxi Li

Engineering 2017, Volume 3, Issue 6,   Pages 806-816 doi: 10.1016/j.eng.2017.11.005

Abstract:

The synergistic use of partially encased concrete and composite girders with corrugated steel webs(CGCSWs) has been proposed to avoid the buckling of corrugated steel webs and compression steel flangesHowever, after concrete cracking in the tension field, the normal stresses of a corrugated web in thestructures, thereby providing a reference for the design of partially encased composite girders with corrugatedsteel webs (PECGCSWs) under combined flexural and shear loads.

Keywords： Encased concrete     Composite girder     Corrugated steel web     Interaction of shear and bending    

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Experimental, analytical and numerical studies on concrete encased trapezoidally web profiled cold formedsteel beams by varying depth-thickness ratio

Divahar RAVI, Aravind Raj PONSUBBIAH, Sangeetha Sreekumar PRABHA, Joanna Philip SARATHA

Frontiers of Structural and Civil Engineering 2020, Volume 14, Issue 4,   Pages 930-946 doi: 10.1007/s11709-020-0652-1

Abstract: Concrete encased with trapezoidally corrugated web profiled cold-formed steel beams are used worldwideweb profiled cold-formed steel beams which were simply supported at both ends and subjected to two pointFrom the static bending tests the concrete encased trapezoidally corrugated web beam showed improvedEspecially for the beams with concrete encased 30° trapezoidally corrugated web having ( / ) ratio 60web profiled cold-formed steel beams.

Keywords： concrete encased beam     trapezoidally corrugated web     loading capacity     super elasto-plastic    

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On braced trapezoidal corrugated steel shear panels: An experimental and numerical study

Frontiers of Structural and Civil Engineering 2023, Volume 17, Issue 3,   Pages 396-410 doi: 10.1007/s11709-023-0934-5

Abstract: In this study, a new system consisting of a combination of braces and steel infill panels called thebraced corrugated steel shear panel (BCSSP) is presented.The results obtained from the parametric study indicate that the corrugated steel shear panel (CSSP)

Keywords： trapezoidal corrugated plate     steel shear panel     braced steel shear panel     experimental study     buckling    

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Corrugated steel pipe culvert applying in highway and strain measuring with fiber grating test technology

Cheng Gang,Fang Ping

Strategic Study of CAE 2013, Volume 15, Issue 8,   Pages 108-112

Abstract:

Two corrugated steel pipe culverts were chosen in north connection highwayFrom testing the strain conditions of corrugated steel pipe culvert under different soil fill heights, the fiber Bragg grating sensors were set in the inner or outer of corrugated steel pipe culverts.Corrugated steel pipe culvert has the capacity of larger formation.

Keywords： corrugated steel pipe culvert     highway     soft foundation     field test     fiber test    

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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.the world with a main span of 420 m) as a prototype, trial designs of a composite box arch with steelwebs (including corrugated steel webs and plain steel webs) and concrete flanges were carried out.

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

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Lateral-torsional buckling capacity assessment of web opening steel girders by artificial neural networks

Yasser SHARIFI,Sajjad TOHIDI

Frontiers of Structural and Civil Engineering 2014, Volume 8, Issue 2,   Pages 167-177 doi: 10.1007/s11709-014-0236-z

Abstract: This study deals with the stability of damaged steel I-beams with web opening subjected to bending loadsI-beams with different sizes of rectangular web opening using obtained FE results.the proposed formulae can accurately predict residual lateral buckling capacities of doubly-symmetric steelI-beams with rectangular web opening.steel beams by practice engineers.

Keywords： steel I-beams     lateral-torsional buckling     finite element (FE) method     artificial neural network (ANN) approach    

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Deformation characteristics of corrugated composites for morphing wings

Ruijun GE, Bangfeng WANG, Changwei MOU, Yong ZHOU,

Frontiers of Mechanical Engineering 2010, Volume 5, Issue 1,   Pages 73-78 doi: 10.1007/s11465-009-0063-4

Abstract: To meet the needs of morphing and withstand aerodynamic loads of a morphing wing skin, a corrugated glassThis composite is flexible in the corrugated direction and stiff in the transverse direction to the corrugationThe linear cumulative effect of corrugated composites deformation is proved by calculating the elongationSeveral corrugated composite specimens were manufactured and tested to verify the results of numericalThe corrugated composite can provide a possible choice for morphing wing skin.

Keywords： corrugated composites     deformation characteristic     numerical analysis     experiment    

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Initial stiffness and moment resistance of reinforced joint with end-plate connection

Sufang WANG, Yiyi CHEN,

Frontiers of Structural and Civil Engineering 2009, Volume 3, Issue 4,   Pages 345-351 doi: 10.1007/s11709-009-0054-x

Abstract: end-plate connection, the structural details of column flange reinforced by backing plate and column web

Keywords： steel structure     end-plate connection     backing plate     supplementary web plate     initial stiffness     moment resistance    

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Finite element analysis and structural design of pretensioned inverted T-beams with web openings

Hock Tian CHENG, Bashar S. MOHAMMED, Kamal Nasharuddin MUSTAPHA

Frontiers of Structural and Civil Engineering 2009, Volume 3, Issue 2,   Pages 148-157 doi: 10.1007/s11709-009-0030-5

Abstract: This paper presents the results of a research project aimed at providing standard circular web openingspaper the nonlinear analysis and design of simply supported pretensioned inverted T-beam with circular webThe test results obtained from this investigation show that the performance of the specimens with webopenings is almost identical to that of the specimen without web openings.A simple design method for pretensioned inverted T-beam with circular web openings is proposed.

Keywords： prestressed concrete     inverted-T beam     web opening    

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Experimental study on shear behavior of reinforced concrete beams with web horizontal reinforcement

Dong XU,Yu ZHAO,Chao LIU

Frontiers of Structural and Civil Engineering 2014, Volume 8, Issue 4,   Pages 325-336 doi: 10.1007/s11709-014-0080-1

Abstract: reinforced concrete beams, current codes do not provide any calculation method to evaluate the influence of webpaper comprises results of 11 reinforced concrete beams in an effort to investigate the influence of webprimary design variables are the shear-span-depth ratio, different reinforcement ratio of stirrups and webInfluence of web horizontal reinforcement on crack patterns and failure mode was studied.It was found that web horizontal reinforcement can increase the shear capacity of the beams and restrain

Keywords： reinforced concrete beam     shear strength     web horizontal reinforcement     experiments    

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Double access control model of web service based ondistributed simulation system

Chen Xueqin,Wu Huizhong,Zhu Yaoqin

Strategic Study of CAE 2009, Volume 11, Issue 8,   Pages 72-78

Abstract:

As web service is taken up to develop distributed simulation system increasingly

Keywords： Web service security     double access control     distributed simulation system    

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Robust optimization of the billet for isothermal local loading transitional region of a Ti-alloy rib-web

Ke WEI, Xiaoguang FAN, Mei ZHAN, Miao MENG

Frontiers of Mechanical Engineering 2018, Volume 13, Issue 3,   Pages 376-384 doi: 10.1007/s11465-018-0500-3

Abstract: the transitional region in the isothermal local loading forming (ILLF) of large-scale Ti-alloy rib-web

Keywords： isothermal local loading forming     rib-web component     transitional region     robust optimization     dual response    

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Static analysis of corrugated panels using homogenization models and a cell-based smoothed mindlin plate

Nhan NGUYEN-MINH, Nha TRAN-VAN, Thang BUI-XUAN, Trung NGUYEN-THOI

Frontiers of Structural and Civil Engineering 2019, Volume 13, Issue 2,   Pages 251-272 doi: 10.1007/s11709-017-0456-0

Abstract: Homogenization is a promising approach to capture the behavior of complex structures like corrugatedMany homogenization models for corrugated panels of different shapes have been proposed.and reliability of the homogenization methods for static analyses of trapezoidally and sinusoidally corrugated

Keywords： homogenization     corrugated panel     asymptotic analysis     smoothed finite element method (S-FEM)     cell-based    

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The Secondary Web of Knowledge Embodiment

Li Youping

Strategic Study of CAE 2002, Volume 4, Issue 8,   Pages 8-11

Abstract:

World wide web (WWW) has become a primary web across the Internet, which has been widely acceptedbandwidth bottleneck has become a serious issue of WWW, which significantly restricts the growth of webThis paper proposes a novel information-sharing mechanism, secondary web, which automatically downloadsTherefore, due to the avoidance of the information access collision, the secondary web eliminates thebandwidth bottleneck that the primary web is facing and efficiently filters out information garbage

Keywords： world wide web     secondary web     semanteme of content     bandwidth bottleneck    

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Title Author Date Type Operation

Torsional behavior of triangular web profile (TRIWP) steel section by experimental study

Fatimah DE’NAN,Hazwani HASAN,Mohd Hanim OSMAN,Sariffudin SAAD

Journal Article

Mechanical Behavior of a Partially Encased Composite Girder with Corrugated Steel Web: Interaction of

Jun He, Sihao Wang, Yuqing Liu, Zhan Lyu, Chuanxi Li

Journal Article

Experimental, analytical and numerical studies on concrete encased trapezoidally web profiled cold formedsteel beams by varying depth-thickness ratio

Divahar RAVI, Aravind Raj PONSUBBIAH, Sangeetha Sreekumar PRABHA, Joanna Philip SARATHA

Journal Article

On braced trapezoidal corrugated steel shear panels: An experimental and numerical study

Journal Article

Corrugated steel pipe culvert applying in highway and strain measuring with fiber grating test technology

Cheng Gang,Fang Ping

Journal Article

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

Jiangang WEI, Qingwei HUANG, Baochun CHEN,

Journal Article

Lateral-torsional buckling capacity assessment of web opening steel girders by artificial neural networks

Yasser SHARIFI,Sajjad TOHIDI

Journal Article

Deformation characteristics of corrugated composites for morphing wings

Ruijun GE, Bangfeng WANG, Changwei MOU, Yong ZHOU,

Journal Article

Initial stiffness and moment resistance of reinforced joint with end-plate connection

Sufang WANG, Yiyi CHEN,

Journal Article

Finite element analysis and structural design of pretensioned inverted T-beams with web openings

Hock Tian CHENG, Bashar S. MOHAMMED, Kamal Nasharuddin MUSTAPHA

Journal Article

Experimental study on shear behavior of reinforced concrete beams with web horizontal reinforcement

Dong XU,Yu ZHAO,Chao LIU

Journal Article

Double access control model of web service based ondistributed simulation system

Chen Xueqin,Wu Huizhong,Zhu Yaoqin

Journal Article

Robust optimization of the billet for isothermal local loading transitional region of a Ti-alloy rib-web

Ke WEI, Xiaoguang FAN, Mei ZHAN, Miao MENG

Journal Article

Static analysis of corrugated panels using homogenization models and a cell-based smoothed mindlin plate

Nhan NGUYEN-MINH, Nha TRAN-VAN, Thang BUI-XUAN, Trung NGUYEN-THOI

Journal Article

The Secondary Web of Knowledge Embodiment

Li Youping

Journal Article