Numerical based performance of UK industry standard simple and/or semi-rigid steel connections subjected to rapid rotations

Kidd, M, Judge, R and Jones, SW ORCID: 0000-0002-8977-8403 (2017) Numerical based performance of UK industry standard simple and/or semi-rigid steel connections subjected to rapid rotations. .

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Abstract

The majority of multistory steel framed buildings in the UK are designed such that the connections between the frame elements can be classified as ‘simple’ or ‘semi-rigid’. Current UK design provisions relating to structural integrity and robustness for these types of connections do not currently incorporate dynamic effects such as inertia or strain rate sensitivity. A numerical study has been carried out on a typical UK beam-column simple connection, in which the supported beam connects into the web of the supporting column. The connection has been subjected to a rapid rotation using the finite element software package LS-DYNA. Results and discussion of the numerical study are presented herein; experimental validation of these results is currently being carried out.

Item Type:	Conference or Workshop Item (Unspecified)
Uncontrolled Keywords:	Steel, Connections, Rotations, Impact, Blast, Dynamics
Depositing User:	Symplectic Admin
Date Deposited:	05 Oct 2017 06:52
Last Modified:	19 Jan 2023 06:53
DOI:	10.1016/j.proeng.2016.12.033
Related URLs:	Author Publisher
URI:	https://livrepository.liverpool.ac.uk/id/eprint/3009777