THEORETICAL MODEL FOR THE INITIAL STIFFNESS OF BOLTED T -STUB CONNECTION

Wang Sufang; Chen Yiyi

doi:10.13204/j.gyjz200710022

Volume 37 Issue 10

Dec. 2014

Turn off MathJax

Article Contents

Abstract

References

Article Navigation > INDUSTRIAL CONSTRUCTION > 2007 > 37(10): 80-83

Wang Sufang, Chen Yiyi. THEORETICAL MODEL FOR THE INITIAL STIFFNESS OF BOLTED T -STUB CONNECTION[J]. INDUSTRIAL CONSTRUCTION, 2007, 37(10): 80-83. doi: 10.13204/j.gyjz200710022

Citation:

Wang Sufang, Chen Yiyi. THEORETICAL MODEL FOR THE INITIAL STIFFNESS OF BOLTED T -STUB CONNECTION[J]. INDUSTRIAL CONSTRUCTION, 2007, 37(10): 80-83. doi: 10.13204/j.gyjz200710022

Wang Sufang, Chen Yiyi. THEORETICAL MODEL FOR THE INITIAL STIFFNESS OF BOLTED T -STUB CONNECTION[J]. INDUSTRIAL CONSTRUCTION, 2007, 37(10): 80-83. doi: 10.13204/j.gyjz200710022

Citation:

Wang Sufang, Chen Yiyi. THEORETICAL MODEL FOR THE INITIAL STIFFNESS OF BOLTED T -STUB CONNECTION[J]. INDUSTRIAL CONSTRUCTION, 2007, 37(10): 80-83. doi: 10.13204/j.gyjz200710022

PDF( 0 KB)

THEORETICAL MODEL FOR THE INITIAL STIFFNESS OF BOLTED T -STUB CONNECTION

doi: 10.13204/j.gyjz200710022

1.
College of Civil Engineering,Tongji University Shanghai 200092

Received Date: 2006-12-20
Publish Date: 2007-10-20

Abstract

Abstract

Bolted T -stub connection ismodeled by a continuous beam with spring supports that are simplified from preloadedbolt and the compacted plates, from which the formula calculating the initial stiffness of T -stub connection is drawn. Bycomparison with the results of tests, finite element analysis and European code, it. s found that the formula can give moreaccurate initial stiffness than European code for non -preloaded T -stub connection, and can give satisfactory result of initialstiffness for preloaded one.
- T-stub connection,
- initial stiffness,
- steel structure,
- end -plate connection,
- theoretical model

FullText(HTML)

References(7)

References

.CEN. EN 1993-1-8, Eurocode 3: Design of Steel Structures -Part 1-8: Design of Joints. 2005

.Shi Y J, Chan S L, Wong Y L. Modeling for Momen-t RotationCharacteristics for End -Plate Connections. Journal of StructuralEngineering, 1996,122(11): 1 300-1 306

.王素芳, 陈以一, 陈友泉, 等. 端板连接高强度螺栓群中和轴位置研究. 建筑科学与工程学报, 2005, 22(3): 45-54

.郭兵. 钢框架梁柱端板连接在循环荷载作用下的破坏机理及抗震设计对策: [ 博士学位论文]. 西安: 西安建筑科技大学, 2002

.李少甫. 钢结构的螺栓端板连接. 建筑结构, 1998, 28(8): 24-26

.陈绍蕃. 门式刚架端板螺栓连接的强度和刚度. 钢结构, 2000, 15(1): 6-11

.Ana M, Gir?o Coelho, Frans SK Bijlaard, et al. Experimental Assessmentof the Behavior of Bolted T-Stub Connections Made up of Welded Plates.Journal of Constructional Steel Research, 2004, 60:269-311

Relative Articles

Supplements(0)

Cited By

Proportional views