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A platform for research: civil engineering, architecture and urbanism
Beam to square steel tube endplate connection using thread-fixed one-side bolts : analysis and design
Front Cover -- Beam to Square Steel Tube Endplate Connection Using Thread-Fixed One-Side Bolts -- Copyright Page -- Contents -- Preface -- Introduction -- 1 Background -- 2 Introduction of blind bolt -- 2.1 Existing blind bolts -- 2.2 Thread-fixed one-side bolt -- References -- I Behavior of TOBs bolted sub-connection -- I TOBs bolted T-stub connection -- 1 T-stub connection under tensile load -- 1.1 Design of test specimens -- 1.2 Calculation method for resistance of T-stubs using TOB -- 1.3 Test result -- 1.4 Parameter studies -- 1.4.1 Effects of bolt pretension force -- 1.4.2 Effects of flange thickness -- 1.4.3 Comparison between tested and calculated strengths -- References -- 2 T-stub connection with backing plate under tensile load -- 2.1 Design of test specimens -- 2.2 Calculation method for T-stubs using TOB strengthened with backing plates -- 2.3 Test results -- 2.4 Parameter studies -- 2.4.1 Effects of pretension force -- 2.5 Effects of flange thickness -- 2.6 Effects of backing plates -- Reference -- 3 T-stub connection under cyclic load -- 3.1 Design of test specimens -- 3.2 Test results -- 3.2.1 Results of M20-6 -- 3.2.2 Results of M10-18 and M14-27 -- 3.2.3 Results of M20-14 and M20-18 -- 3.2.4 Comparison of test results and calculated results -- References -- II TOBs bolted T-stub to tube connection -- 4 TOB-bolted T-stub to tube connection -- 4.1 Design of test specimens -- 4.2 Test results -- 4.2.1 Failure mode of specimens without backing plate -- 4.2.2 Failure mode of connections with backing plate -- 4.3 Parameter studies -- 4.3.1 Effects of bolt gauge distance g -- 4.3.2 Effects of bolt diameter D -- 4.3.3 Effects of bolt diameter to square hollow section column wall thickness ratio considering steel strength -- 4.3.4 Efects of backing plate -- 4.3.5 Relationship between failure mode and ψ.
Beam to square steel tube endplate connection using thread-fixed one-side bolts : analysis and design
Front Cover -- Beam to Square Steel Tube Endplate Connection Using Thread-Fixed One-Side Bolts -- Copyright Page -- Contents -- Preface -- Introduction -- 1 Background -- 2 Introduction of blind bolt -- 2.1 Existing blind bolts -- 2.2 Thread-fixed one-side bolt -- References -- I Behavior of TOBs bolted sub-connection -- I TOBs bolted T-stub connection -- 1 T-stub connection under tensile load -- 1.1 Design of test specimens -- 1.2 Calculation method for resistance of T-stubs using TOB -- 1.3 Test result -- 1.4 Parameter studies -- 1.4.1 Effects of bolt pretension force -- 1.4.2 Effects of flange thickness -- 1.4.3 Comparison between tested and calculated strengths -- References -- 2 T-stub connection with backing plate under tensile load -- 2.1 Design of test specimens -- 2.2 Calculation method for T-stubs using TOB strengthened with backing plates -- 2.3 Test results -- 2.4 Parameter studies -- 2.4.1 Effects of pretension force -- 2.5 Effects of flange thickness -- 2.6 Effects of backing plates -- Reference -- 3 T-stub connection under cyclic load -- 3.1 Design of test specimens -- 3.2 Test results -- 3.2.1 Results of M20-6 -- 3.2.2 Results of M10-18 and M14-27 -- 3.2.3 Results of M20-14 and M20-18 -- 3.2.4 Comparison of test results and calculated results -- References -- II TOBs bolted T-stub to tube connection -- 4 TOB-bolted T-stub to tube connection -- 4.1 Design of test specimens -- 4.2 Test results -- 4.2.1 Failure mode of specimens without backing plate -- 4.2.2 Failure mode of connections with backing plate -- 4.3 Parameter studies -- 4.3.1 Effects of bolt gauge distance g -- 4.3.2 Effects of bolt diameter D -- 4.3.3 Effects of bolt diameter to square hollow section column wall thickness ratio considering steel strength -- 4.3.4 Efects of backing plate -- 4.3.5 Relationship between failure mode and ψ.
Beam to square steel tube endplate connection using thread-fixed one-side bolts : analysis and design
Wang, Peijun (author) / You, Yang (author) / Liu, Mei (author)
2024
xvi, 402 Seiten
Illustrationen, Diagramme
Enthält Literaturangaben und Index
Book
English