Please use this identifier to cite or link to this item: https://hdl.handle.net/10356/80611
Title: Tensile Behavior of High Performance Structural Steel T-stub Joints
Authors: Zhao, Ming Shan
Lee, C. K.
Chiew, S. P.
Keywords: T-stub joints
Design resistance
Stiffness
Tensile behavior
High performance structural steel
Issue Date: 2016
Source: Zhao, M. S., Lee, C. K., & Chiew, S. P. (2016). Tensile behavior of high performance structural steel T-stub joints. Journal of Constructional Steel Research, 122, 316-325.
Series/Report no.: Journal of Constructional Steel Research
Abstract: In this study, experiments were conducted to investigate the tensile behavior of ten T-stub joints made of different types of high performance structural steel including the Reheated, Quenched and Tempered (RQT) grade S690 high strength steel, the Thermal-Mechanical Controlled Processed (TMCP) grade S385 and S440 structural steels. The results were further validated against the analytical yield line method and the design resistance equations provided by the EC3. It is found that the behavior of the T-stub joints made of S385 and S440 steels reasonably agreed with analytical approach and the predictions by the EC3. However, although the S690 specimens showed higher design resistance than the S385 and S440 specimens with the same thickness, the results were significantly lower than both the predictions by the analytical approach and the EC3. In addition, the ductility of the S690 specimens is also found to be significantly lower than that of the S440 and S385 specimens and failed in more brittle failure modes.
URI: https://hdl.handle.net/10356/80611
http://hdl.handle.net/10220/40601
ISSN: 0143-974X
DOI: 10.1016/j.jcsr.2016.04.001
Schools: School of Civil and Environmental Engineering 
Rights: © 2016 Elsevier. This is the author created version of a work that has been peer reviewed and accepted for publication by Journal of Constructional Steel Research, Elsevier. It incorporates referee’s comments but changes resulting from the publishing process, such as copyediting, structural formatting, may not be reflected in this document. The published version is available at: [http://dx.doi.org/10.1016/j.jcsr.2016.04.001].
Fulltext Permission: open
Fulltext Availability: With Fulltext
Appears in Collections:CEE Journal Articles

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