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    High Performance Steel: Research Front—Historical Account of Research Activities

    Source: Journal of Bridge Engineering:;2004:;Volume ( 009 ):;issue: 003
    Author:
    Atorod Azizinamini
    ,
    Karl Barth
    ,
    Robert Dexter
    ,
    Camille Rubeiz
    DOI: 10.1061/(ASCE)1084-0702(2004)9:3(212)
    Publisher: American Society of Civil Engineers
    Abstract: This paper provides a summary of the major research studies conducted or being conducted in the U.S., to address design issues related to use of high performance steel (HPS) in bridge construction. Emphasis of the paper is on the work related to HPS-485W steel, which has specified minimum yield strength of 485 MPa (70 ksi). Design issues that are addressed in this paper include (1) flexural capacity of compact and noncompact HPS sections in negative bending; (2) issues related to ductility of HPS composite girders in the positive sections (this section presents a simplified ductility check for composite plate girders); (3) tensile ductility of HPS plates; (4) shear capacity of the hybrid steel plate girders; (5) live load deflections; and (6) brief overview of the work that is underway to develop innovative bridge configurations capable of incorporating the advantages of HPS.
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      High Performance Steel: Research Front—Historical Account of Research Activities

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    http://yetl.yabesh.ir/yetl1/handle/yetl/50737
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    contributor authorAtorod Azizinamini
    contributor authorKarl Barth
    contributor authorRobert Dexter
    contributor authorCamille Rubeiz
    date accessioned2017-05-08T21:25:10Z
    date available2017-05-08T21:25:10Z
    date copyrightMay 2004
    date issued2004
    identifier other%28asce%291084-0702%282004%299%3A3%28212%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/50737
    description abstractThis paper provides a summary of the major research studies conducted or being conducted in the U.S., to address design issues related to use of high performance steel (HPS) in bridge construction. Emphasis of the paper is on the work related to HPS-485W steel, which has specified minimum yield strength of 485 MPa (70 ksi). Design issues that are addressed in this paper include (1) flexural capacity of compact and noncompact HPS sections in negative bending; (2) issues related to ductility of HPS composite girders in the positive sections (this section presents a simplified ductility check for composite plate girders); (3) tensile ductility of HPS plates; (4) shear capacity of the hybrid steel plate girders; (5) live load deflections; and (6) brief overview of the work that is underway to develop innovative bridge configurations capable of incorporating the advantages of HPS.
    publisherAmerican Society of Civil Engineers
    titleHigh Performance Steel: Research Front—Historical Account of Research Activities
    typeJournal Paper
    journal volume9
    journal issue3
    journal titleJournal of Bridge Engineering
    identifier doi10.1061/(ASCE)1084-0702(2004)9:3(212)
    treeJournal of Bridge Engineering:;2004:;Volume ( 009 ):;issue: 003
    contenttypeFulltext
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