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Influence of the Bolt Material Properties on the Ultimate Capacity of End Plate Bolted Joint Subjected to Column Loss

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Abstract:

This paper investigates the performance of extended stiffened end-plate bolted beam-to-column joints subjected a column loss scenario by means of finite element simulations. An advanced numerical model was developed, and its effectiveness was validated against the experimental results. The influence of the bolt strengthening on the column loss action was investigated changing the grade of bolts. The results showed that the joint performance under column loss scenario are deeply related to the development of the catenary action that depends from the connection ductility; therefore increasing the bolt material strength will provide beneficial effects on the joint capacity under the column loss.

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Periodical:

Key Engineering Materials (Volume 885)

Pages:

133-139

DOI:

https://doi.org/10.4028/www.scientific.net/KEM.885.133

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Online since:

May 2021

Authors:

Roberto Tartaglia, Alessia Campiche*

Keywords:

Beam-to-Column Joint, Column Loss Scenario, Extended Stiffened Joints, FEM

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© 2021 Trans Tech Publications Ltd. All Rights Reserved

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