Overview

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.

Full Product Details

Author:   Andi Su, PhD (Harbin Institute of Technology, Harbin, China) ,  Ou Zhao, PhD (Nanyang Technological University, Singapore) ,  Hua Yang, PhD (Harbin Institute of Technology, Harbin, China) ,  Yuyin Wang, PhD (Harbin Institute of Technology, Harbin. China)
Publisher:   Elsevier - Health Sciences Division
Imprint:   Woodhead Publishing
Weight:   1.000kg
ISBN:  

9780443335167

ISBN 10:   0443335168
Pages:   202
Publication Date:   30 May 2025
Audience:   Professional and scholarly ,  Professional & Vocational
Format:   Paperback
Publisher's Status:   Active
Availability:   Manufactured on demand  
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Table of Contents

1. Introduction 2. Material properties and membrane residual stresses of S960 ultra-high strength steel welded I- section stub columns 3. Local buckling of S960 ultra-high strength steel welded I- section stub columns 4. Flexural buckling of S960 ultra-high strength steel welded I- section columns 5. Local–flexural Interactive buckling of S960 ultra-high strength steel slender welded I-section columns 6. Local buckling of S960 ultra-high strength steel welded I-section stub columns under major-axis combined loading 7. Local buckling of S960 ultra-high strength steel welded I-section stub columns under minor-axis combined loading 8. Buckling of S960 ultra-high strength steel welded I-section beam-columns 9. In-plane flexural failure of S960 ultra-high strength steel welded I-section beams 10. Conclusions

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Author Information

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

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