Beam to Square Steel Tube Endplate Connection Using Thread-Fixed One-Side Bolts
Analysis and Design
- 1st Edition - July 30, 2024
- Imprint: Woodhead Publishing
- Authors: Peijun Wang, Yang You, Mei Liu
- Language: English
- Paperback ISBN:9 7 8 - 0 - 4 4 3 - 2 1 8 3 8 - 5
- eBook ISBN:9 7 8 - 0 - 4 4 3 - 2 1 8 3 9 - 2
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… Read more
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Request a sales quoteBeam 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.
- Presents the first book on thread-fixed one-side bolts bolted beam to square tube column endplate connection
- Provides both experimental and theoretical analysis results on thread-fixed one-side bolts and bolted beam to square tube column endplate connections
- Covers a new method for connecting the connection with closed-section components, which is of considerable engineering importance
Researchers, Graduates and Post Graduate Civil Engineering Students, Civil Engineering Designers
- Cover image
- Title page
- Table of Contents
- Copyright
- Preface
- Introduction
- 1 Background
- 2 Introduction of blind bolt
- Part I: Behavior of TOBs bolted sub-connection
- Section I: TOBs bolted T-stub connection
- 1. T-stub connection under tensile load
- Abstract
- 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
- References
- 2. T-stub connection with backing plate under tensile load
- Abstract
- 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
- 2.5 Effects of flange thickness
- 2.6 Effects of backing plates
- Reference
- 3. T-stub connection under cyclic load
- Abstract
- 3.1 Design of test specimens
- 3.2 Test results
- References
- Section II: TOBs bolted T-stub to tube connection
- 4. TOB-bolted T-stub to tube connection
- Abstract
- 4.1 Design of test specimens
- 4.2 Test results
- 4.3 Parameter studies
- 4.4 Design methods for TOB-bolted connection
- References
- Part II: Behavior of TOBs bolted sub-connection
- Section I: Steel beam-hollow steel tube column endplate connection
- 5. Endplate connection under static bending moment
- Abstract
- 5.1 Design of test specimens
- 5.2 Strain response
- 5.3 Design methods for bending moment capacity
- References
- 6. Endplate connection with infilled concrete under static bending moment
- Abstract
- 6.1 Design of test specimens
- 6.2 Test results under static bending moment
- 6.3 Design methods for bending moment capacity
- 6.4 Test results under cyclic load
- 6.5 Discussions of test results
- References
- Section II: Steel beam-hollow steel tube column endplate connection with infilled concrete
- 7. Endplate connection under static bending moment
- Abstract
- 7.1 Design of test specimens
- 7.2 Test results
- 7.3 Connection classification and load–strain response
- 7.4 Calculation of moment-bearing capacity
- References
- 8. Endplate connection with infilled concrete under cyclic load
- Abstract
- 8.1 Test specimen and setup
- 8.2 Test results
- 8.3 Discussion of test results
- References
- Part III: Fire and post-fire behavior of TOBs bolted sub-connection
- Section I: TOBs bolted T-stub connection
- 9. T-stub connection at fire
- Abstract
- 9.1 Design of test specimens
- 9.2 Test results
- 9.3 Parameter studies
- 9.4 Design method
- 9.5 Validation of proposed design equations
- References
- 10. T-stub connection strengthened by backing plates at fire
- Abstract
- 10.1 Design of test specimens
- 10.2 Test results
- 10.3 Design methods
- Reference
- 11. T-stub connection at postfire
- Abstract
- 11.1 Design of test specimens
- 11.2 Test results
- References
- Further reading
- 12. T-stub connection strengthened by backing plates at post-fire
- Abstract
- 12.1 Design of test specimens
- 12.2 Test results
- 12.3 Comparison with calculation results
- Section II: TOBs bolted T-stub to tube connection
- 13. T-stub to steel tube connection under tensile load at fire
- Abstract
- 13.1 Design of test specimens
- 13.2 Test results
- 13.3 Design methods
- References
- 14. T-stub to steel tube connection with strengthening component
- Abstract
- 14.1 Design of test specimens
- 14.2 Test results
- 14.3 Design methods
- Section III: TOBs bolted shear connection
- 15. Shear behavior of TOB-bolted connections
- Abstract
- 15.1 Design of test specimens
- 15.2 Test results
- 15.3 Comparison with SHSB
- 15.4 Design method
- References
- Part IV: Behavior of repaired TOB bolted endplate connection
- Section I: Behavior of repaired TOB bolted CFST connection with enlarged bolt holes
- 16. Behavior of repaired TOB-bolted CFST connection with enlarged bolt holes
- Abstract
- 16.1 Design of test specimens
- 16.2 Test results
- 16.3 Moment-rotation hysteretic response
- 16.4 Analysis of test results and discussion
- 16.5 Validation of the applicability of the calculation equations
- References
- Section II: Behavior of repaired TOB bolted CFST connection using spiral wire inserts
- 17. Behavior of repaired TOB-bolted CFST connection using spiral wire inserts
- Abstract
- 17.1 Design of test specimens
- 17.2 Test results
- 17.3 Discussion on test result
- References
- Index
- Edition: 1
- Published: July 30, 2024
- Imprint: Woodhead Publishing
- No. of pages: 418
- Language: English
- Paperback ISBN: 9780443218385
- eBook ISBN: 9780443218392
PW
Peijun Wang
Peijun Wang, Doctor of Philosophy, is currently working as a professor and doctoral supervisor at the School of Civil Engineering, Shandong University, China. Prof. Wang engaged in the teaching and scientific research of steel structures, composite structures, fabricated structures, and long-span structures. He is the principal investigator of three national projects funded by the Natural Science Foundation of China. He is currently a member of the China Steel Structure Association and a special reviewer of more than 10 SCI and EI journals
Affiliations and expertise
Professor, Shandong University, Jinan, Shandong Province, ChinaYY
Yang You
Dr. You is a lecturer at Shandong Jiaotong University, China. He researches the structural behaviour of beam to square steel tube endplate connection using Thread-fixed One-side Bolts in the fire situation.
Affiliations and expertise
Lecturer, School of Transportation and Civil Engineering, Shandong Jiaotong University, Shandong, ChinaML
Mei Liu
Mei Liu works at the Civil Engineering College of Shandong University in China.
Affiliations and expertise
Civil Engineering College of Shandong University, ChinaRead Beam to Square Steel Tube Endplate Connection Using Thread-Fixed One-Side Bolts on ScienceDirect