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Steel and Composite Structures
  Volume 45, Number 4, November25 2022 , pages 605-619
DOI: https://doi.org/10.12989/scs.2022.45.4.605
 


A numerical investigation of the tensile behavior of the thread-fixed one-side bolted T-stubs at high temperature
Yang You, Liu Le, Jin Xiao, Peijun Wang and Fangzhou Liu

 
Abstract
    The tensile behavior of the Thread-fixed One-side Bolt (TOB) at high temperatures was studied using the Finite Element Modeling (FEM) to explore the structural responses that could not be measured in tests. The accuracy of the FEM was verified using the test results from the failure mode, load-displacement curve as well as yielding load. Three typical failure modes of TOB connected T-stubs were observed, which were the Flange Yielding (FY), the Bolt Failure (BF) and the Coupling Failure mode (CF). The influence of the flange thickness tb and the temperature exceeded 700°C. The failure modes of T-stubs were mainly decided by the flange thickness, which relates to the anchorage of the hole threads and the bending resistance of flange. The failure mode could also be changed by the high temperature. Design equations in EN 1993-1-8 were modified and verified by the FEM results. The results showed that these equations could predict the failure mode and the yielding load at different temperatures with satisfactory accuracy.
 
Key Words
    bolted T-stub; design method; failure mode; high temperature; thread-fixed one-side bolt
 
Address
Yang You:1)School of Transportation and Civil Engineering, Shandong Jiaotong University, 5001 Haitang Road, Changqing District, Jinan,
Shandong Province, People
 

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