Effect of Stiffeners on Mechanical Behavior of T-Stubs Based on Experiment and Numerical Simulations
Auteur(s): |
Shizhe Chen
Bo Feng Lu Wang Ying Zhang Jianian He |
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Médium: | article de revue |
Langue(s): | anglais |
Publié dans: | Buildings, 24 mars 2023, n. 4, v. 13 |
Page(s): | 986 |
DOI: | 10.3390/buildings13040986 |
Abstrait: |
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: | Cette oeuvre a été publiée sous la license Creative Commons Attribution 4.0 (CC-BY 4.0). Il est autorisé de partager et adapter l'oeuvre tant que l'auteur est crédité et la license est indiquée (avec le lien ci-dessus). Vous devez aussi indiquer si des changements on été fait vis-à-vis de l'original. |
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10728250 - Publié(e) le:
30.05.2023 - Modifié(e) le:
01.06.2023