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S960 Ultra-High Strength Steel Welded I-Section Structural Members: Woodhead Publishing Series in Civil and Structural Engineering

Autor Andi Su, Ou Zhao, Hua Yang, Yuyin Wang
en Limba Engleză Paperback – apr 2025
S960 Ultra-High Strength Steel Welded I-Section Structural Members provides detailed theoretical and experimental data on the key design provisions for ultra-high strength steel structures. Most of the current design provisions for high strength steel welded I-section components with material grades up to S690 (or S700) have been developed by those for normal strength steel counterparts. The design parameters of S960 ultra-high strength steel structures – which are increasingly being used in structures - is out of their scope and this book addresses that omission.

  • Most of the current design provisions for high strength steel welded I-section components are for material grades up to S690 (or S700). Information on the design of S960 ultra-high strength steel structures is not available
  • Testing, numerical modelling and design analysis of S960 ultra-high strength steel welded I-sections under pure compression, pure bending and combined loading are covered in detail in the book. The relevant assessment results provide the basis for the further development of effective design rules in different countries
  • Investigates the structural performance of S960 ultra-high strength steel welded I-sections, but and also covers other cross-section profiles and extreme conditions, e.g., fire conditions
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Specificații

ISBN-13: 9780443335167
ISBN-10: 0443335168
Pagini: 350
Dimensiuni: 152 x 229 mm
Editura: ELSEVIER SCIENCE
Seria Woodhead Publishing Series in Civil and Structural Engineering


Cuprins

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