S960 Ultra-High Strength Steel Welded I-Section Structural Members
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S960 Ultra-High Strength Steel Welded I-Section Structural Members
Yang, Hua; Wang, Yuyin; Zhao, Ou; Su, Andi
Elsevier - Health Sciences Division
04/2025
350
Mole
9780443335167
Pré-lançamento - envio 15 a 20 dias após a sua edição
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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
Este título pertence ao(s) assunto(s) indicados(s). Para ver outros títulos clique no assunto desejado.
Advantages of high- and ultra-high-strength steels; Background; Beam tests; Beam-column tests; Column tests; Combined loading; Conclusions; Design analyses; Design analysis; Experimental tests; Green and low carbon; Limitations; Material properties; New design approach; Numerical modelling; Predictive models; Residual stresses; Structural applications; Stub column tests; Suggestions for future works; Tensile coupon tests; Ultra-high-strength steel
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
Este título pertence ao(s) assunto(s) indicados(s). Para ver outros títulos clique no assunto desejado.
Advantages of high- and ultra-high-strength steels; Background; Beam tests; Beam-column tests; Column tests; Combined loading; Conclusions; Design analyses; Design analysis; Experimental tests; Green and low carbon; Limitations; Material properties; New design approach; Numerical modelling; Predictive models; Residual stresses; Structural applications; Stub column tests; Suggestions for future works; Tensile coupon tests; Ultra-high-strength steel
