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    S960 Ultra-High Strength Steel Welded I-Section Structural Members

    AvAndi Su,Ou Zhao

    Häftad, Engelska, 2025

    Del i serien Woodhead Publishing Series in Civil and Structural Engineering

    2 111 kr

    Beställningsvara. Skickas inom 10-15 vardagar. Fri frakt över 249 kr.

    Beskrivning

    S960 Ultra-High Strength Steel Welded I-Section Structural Members focuses on the structural behaviour and design of S960 ultra-high strength welded I-section components under different loading cases, with detailed introduction on experimental and numerical programme presented. The actual use of S960 ultra-high strength welded I-section components is restricted, to some extent, by the lack of appropriate design rules, since the current international design standards can only be applicable to steel components with material grades lower than S700 (or S690). Therefore, the applicability of the current design rules for high strength steel structures to ultra-high strength steel counterparts is evaluated and the relating efficient design approaches are proposed in this book, putting the basis for the development of current design codes.

    • This book reviews the latest progresses and advances in research and design rules on high and ultra-high strength steel structures.
    • Testing, numerical modelling and design analysis of S960 ultra-high strength steel welded I-section members under different loading cases are introduced in detail in this book.
    • This book proposes accurate and reliable design approaches for S960 ultra-high strength steel welded I-section members and facilitates the use of ultra-high strength steels in engineering structures.

    Produktinformation

    • Utgivningsdatum:2025-05-30
    • Mått:152 x 229 x 11 mm
    • Vikt:1 000 g
    • Format:Häftad
    • Språk:Engelska
    • Serie:Woodhead Publishing Series in Civil and Structural Engineering
    • Antal sidor:202
    • Förlag:Elsevier Science
    • ISBN:9780443335167

    Utforska kategorier

    • Byggnadsteknik inom Naturvetenskap och teknik
    • Byggnadsindustri och tung industri inom Ekonomi och Ledarskap

    Mer om författaren

    Dr Andi Su is an Associate Professor of Structural Engineering in the School of Civil Engineering at the Harbin Institute of Technology, China. Dr Su’s principal research interests have been in the areas of structural testing, numerical modelling and the development of design for ultra-high strength steel.Dr Ou Zhao is an Associate Professor in the School of Civil and Environmental Engineering, Nanyang Technological University (NTU), Singapore and serves as the Special Issues Editor of the journal “Thin-Walled Structures”. The author’s principal interests lie in the areas of high-performance steel, and he has published more than 100 top-tier journal papers.Dr Hua Yang is Professor of Structural Engineering in the School of Civil Engineering at Harbin Institute of Technology, China. She is the Associate Editor of Structures and serves on a number of code committees in China. Professor Yang’s principal research interests include the testing, simulation, analysis. Dr Yuyin Wang is a Professor of Structural Engineering and the Dean in the School of Civil Engineering at Harbin Institute of Technology. He is engaged in teaching at both undergraduate and postgraduate level, industry training, specialist advisory work and leading an active research group in structural engineering. Professor Wang’s principal research interests include but are not limited to the high-performance steel and composite structures

    Innehållsförteckning

    • 1. Introduction2. Material properties and membrane residual stresses of S960 ultra-high strength steel welded I-sections3. Cross-sectional behaviour and design of S960 ultra-high strength steel welded I-section stub columns4. Buckling behaviour and design of S960 ultra-high strength steel welded I-section long columns5. Local buckling behaviour and design of S960 ultra-high strength steel welded I-section stub columns under combined loading6. Buckling behaviour and design of S960 ultra-high strength steel welded I-section beam-columns7. In-plane flexural failure of S960 ultra-high strength steel welded I-section beams8. Conclusions and suggestions for future work