Structural Theory and Innovative Technologies for Concrete-Filled Steel Tubular Bridges examines concrete-filled steel tubular bridges, including arch bridges, truss bridges, piers and towers in cable stayed and suspension bridges. The book considers, in detail, foundational theoretical issues such as: research on the buckling performance of concrete-filled steel tube walls, the static and fatigue performance of joints, the effects of temperature, interface performance, and the confinement effects. The book also proposes design methods for concrete-filled steel tubular bridges and provides engineering design and application examples for concrete
1. Chapter 1. Introduction - p. 1 2. Chapter 2. Review of research on concrete-filled steel tube structures - p. 37 3. Chapter 3. Local buckling performance of tube walls in CFST members - p. 67 4. Chapter 4. Static performance of concrete-filled steel tube joints - p. 141 5. Chapter 5. Fatigue performance of concrete-filled steel tube joints - p. 177 6. Chapter 6. Temperature effects on concrete-filled steel tube bridge structures - p. 289 7. Chapter 7. Interfacial behavior of concrete-filled steel tube structures - p. 369 8. Abstract - p. 369 9. 7.1 Bond–slip constitutive model for the steel–concrete interface in concrete-filled steel tube (CFST) columns - p. 369 10. 7.2 Bond–slip constitutive relationship at the interface of PBL-stiffened concrete-filled rectangular hollow section members - p. 377 11. 7.3 Shear model for the steel tube–concrete interface based on elastic theory and acoustic emission tests - p. 399 12. 7.4 Shear performance of PBL shear connectors - p. 421 13. 7.5 Pull-out performance of PBL connectors - p. 438 14. 7.6 Effect of interface condition on the bending performance of concrete-filled steel tube components - p. 475 15. 7.7 Effect of temperature on the interface condition of concrete-filled steel tubes - p. 489 16. Chapter 8. Confinement effect of concrete-filled steel tubes - p. 507 17. Chapter 9. Design method for concrete-filled steel tube bridges - p. 539 18. Chapter 10. Concrete-filled steel tube arch bridge - p. 601 19. Chapter 11. Concrete-filled steel tube composite truss girder bridge - p. 659 20. Chapter 12. Concrete-filled steel tube bridge piers - p. 737 21. Chapter 13. Concrete-filled steel tube bridge tower - p. 749 22. Bibliography - p. 805 23. Index - p. 811
Structural Theory and Innovative Technologies for Concrete-Filled Steel Tubular Bridges examines concrete-filled steel tubular bridges, including arch bridges, truss bridges, piers and towers in cable stayed and suspension bridges. The book considers, in detail, foundational theoretical issues such as: research on the buckling performance of concrete-filled steel tube walls, the static and fatigue performance of joints, the effects of temperature, interface performance, and the confinement effects. The book also proposes design methods for concrete-filled steel tubular bridges and provides engineering design and application examples for concrete
1. Chapter 1. Introduction - p. 1 2. Chapter 2. Review of research on concrete-filled steel tube structures - p. 37 3. Chapter 3. Local buckling performance of tube walls in CFST members - p. 67 4. Chapter 4. Static performance of concrete-filled steel tube joints - p. 141 5. Chapter 5. Fatigue performance of concrete-filled steel tube joints - p. 177 6. Chapter 6. Temperature effects on concrete-filled steel tube bridge structures - p. 289 7. Chapter 7. Interfacial behavior of concrete-filled steel tube structures - p. 369 8. Abstract - p. 369 9. 7.1 Bond–slip constitutive model for the steel–concrete interface in concrete-filled steel tube (CFST) columns - p. 369 10. 7.2 Bond–slip constitutive relationship at the interface of PBL-stiffened concrete-filled rectangular hollow section members - p. 377 11. 7.3 Shear model for the steel tube–concrete interface based on elastic theory and acoustic emission tests - p. 399 12. 7.4 Shear performance of PBL shear connectors - p. 421 13. 7.5 Pull-out performance of PBL connectors - p. 438 14. 7.6 Effect of interface condition on the bending performance of concrete-filled steel tube components - p. 475 15. 7.7 Effect of temperature on the interface condition of concrete-filled steel tubes - p. 489 16. Chapter 8. Confinement effect of concrete-filled steel tubes - p. 507 17. Chapter 9. Design method for concrete-filled steel tube bridges - p. 539 18. Chapter 10. Concrete-filled steel tube arch bridge - p. 601 19. Chapter 11. Concrete-filled steel tube composite truss girder bridge - p. 659 20. Chapter 12. Concrete-filled steel tube bridge piers - p. 737 21. Chapter 13. Concrete-filled steel tube bridge tower - p. 749 22. Bibliography - p. 805 23. Index - p. 811
