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 Wangen Limba Engleză Paperback – apr 2025
- 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
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
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