Cantitate/Preț
Produs

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 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 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, hence this book addresses that omission.

  • 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
Citește tot Restrânge

Din seria Woodhead Publishing Series in Civil and Structural Engineering

Preț: 101295 lei

Preț vechi: 132978 lei
-24% Nou

Puncte Express: 1519

Preț estimativ în valută:
19386 20085$ 16178£

Carte nepublicată încă

Doresc să fiu notificat când acest titlu va fi disponibil:

Preluare comenzi: 021 569.72.76

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