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
- Explores current design provisions for high strength steel welded I-section components for material grades up to S690 (or S700)
- Includes updates on testing, numerical modeling, and design analysis of S960 ultra-high strength steel welded I-sections under pure compression, pure bending, and combined loading
- Provides 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 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