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.
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.Hinweis: Dieser Artikel kann nur an eine deutsche Lieferadresse ausgeliefert werden.
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.
Inhaltsangabe
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
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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