Effect of Stiffeners on Mechanical Behavior of T-Stubs Based on Experiment and Numerical Simulations
Author(s): |
Shizhe Chen
Bo Feng Lu Wang Ying Zhang Jianian He |
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Medium: | journal article |
Language(s): | English |
Published in: | Buildings, 24 March 2023, n. 4, v. 13 |
Page(s): | 986 |
DOI: | 10.3390/buildings13040986 |
Abstract: |
T-stubs are important components in the application of the component method; hence it is crucial to clarify the T-stub mechanism for the analysis of the mechanical properties of steel joints. In this study, the mechanical behavior of T-stubs was assessed via 6 static tests and 18 finite element analysis models. The influences of flange thickness, bolt spacing, bolt diameter, and stiffener rib on initial stiffness, ultimate bearing capacity, and bolt force of T-stubs were analyzed. Furthermore, the development process and relations of the T-stub bolt force with and without stiffeners were analyzed. The results show that an effective stiffener arrangement can reduce the bending moment and prying force to a certain degree; however, offsetting the bending moment and prying force entirely is difficult. Furthermore, the influence of bending moment and prying force on the bearing capacity should be considered in the design. |
Copyright: | © 2023 by the authors; licensee MDPI, Basel, Switzerland. |
License: | This creative work has been published under the Creative Commons Attribution 4.0 International (CC-BY 4.0) license which allows copying, and redistribution as well as adaptation of the original work provided appropriate credit is given to the original author and the conditions of the license are met. |
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10728250 - Published on:
30/05/2023 - Last updated on:
01/06/2023