Beam to Square Steel Tube Endplate Connection Using Thread-fixed One-side Bolts: Analysis and Design provides research information on thread-fixed one-side bolt (TOB), which is anchored through screwed threads in the bolt hole. Although beam-column endplate connections have been studied by many researchers and been widely used in engineering applications, the standard high strength bolts are not convenient for the bolted beam to square tube column endplate connection. The one-side bolts, which can be installed and tightened from outside of the tube column, provide a solution for beam to closed section column bolted connections. This book introduces the basic principles and design methods regarding the failure modes, and the design method of load carrying capacity of endplate connection using thread-fixed one-side bolts.
1. Introduction - p. Page viii 2. List of Illustrations - p. Page xiv 3. List of Tables - p. Page xv 4. 1 : T-stub connection under tensile load - p. Page xv 5. 2 : T-stub connection with backing plate under tensile load - p. Page 21 6. 3 : T-stub connection under cyclic load - p. Page 39 7. 4 : TOB-bolted T-stub to tube connection - p. Page 53 8. 5 : Endplate connection under static bending moment - p. Page 76 9. 6 : Endplate connection with infilled concrete under static bending moment - p. Page 110 10. 7 : Endplate connection under static bending moment - p. Page 155 11. 8 : Endplate connection with infilled concrete under cyclic load - p. Page 181 12. 9 : T-stub connection at fire - p. Page 199 13. 10 : T-stub connection strengthened by backing plates at fire - p. Page 234 14. 11 : T-stub connection at postfire - p. Page 257 15. 12 : T-stub connection strengthened by backing plates at post-fire - p. Page 270 16. 13 : T-stub to steel tube connection under tensile load at fire - p. Page 282 17. 14 : T-stub to steel tube connection with strengthening component - p. Page 303 18. 15 : Shear behavior of TOB-bolted connections - p. Page 323 19. 16 : Behavior of repaired TOB-bolted CFST connection with enlarged bolt holes - p. Page 342 20. 17 : Behavior of repaired TOB-bolted CFST connection using spiral wire inserts - p. Page 371 21. Index - p. Page 395
Beam to Square Steel Tube Endplate Connection Using Thread-fixed One-side Bolts: Analysis and Design provides research information on thread-fixed one-side bolt (TOB), which is anchored through screwed threads in the bolt hole. Although beam-column endplate connections have been studied by many researchers and been widely used in engineering applications, the standard high strength bolts are not convenient for the bolted beam to square tube column endplate connection. The one-side bolts, which can be installed and tightened from outside of the tube column, provide a solution for beam to closed section column bolted connections. This book introduces the basic principles and design methods regarding the failure modes, and the design method of load carrying capacity of endplate connection using thread-fixed one-side bolts.
1. Introduction - p. Page viii 2. List of Illustrations - p. Page xiv 3. List of Tables - p. Page xv 4. 1 : T-stub connection under tensile load - p. Page xv 5. 2 : T-stub connection with backing plate under tensile load - p. Page 21 6. 3 : T-stub connection under cyclic load - p. Page 39 7. 4 : TOB-bolted T-stub to tube connection - p. Page 53 8. 5 : Endplate connection under static bending moment - p. Page 76 9. 6 : Endplate connection with infilled concrete under static bending moment - p. Page 110 10. 7 : Endplate connection under static bending moment - p. Page 155 11. 8 : Endplate connection with infilled concrete under cyclic load - p. Page 181 12. 9 : T-stub connection at fire - p. Page 199 13. 10 : T-stub connection strengthened by backing plates at fire - p. Page 234 14. 11 : T-stub connection at postfire - p. Page 257 15. 12 : T-stub connection strengthened by backing plates at post-fire - p. Page 270 16. 13 : T-stub to steel tube connection under tensile load at fire - p. Page 282 17. 14 : T-stub to steel tube connection with strengthening component - p. Page 303 18. 15 : Shear behavior of TOB-bolted connections - p. Page 323 19. 16 : Behavior of repaired TOB-bolted CFST connection with enlarged bolt holes - p. Page 342 20. 17 : Behavior of repaired TOB-bolted CFST connection using spiral wire inserts - p. Page 371 21. Index - p. Page 395
