Damage state identification for reinforced concrete columns in uplift due to internal building detonations
Damage state identification for reinforced concrete columns in uplift due to internal building detonations
This paper details the development of a generalised damage identification procedure for reinforced concrete columns subjected to internal building detonations. With the successful application of advanced computational fluid dynamics and structural response modelling techniques, we have conducted a set of comprehensive parametric studies on reinforced concrete column failure when subjected to high-rate, coupled uplift and shear typically induced by internal explosive blast. The outputs of the parametric studies have been analysed using a multi-variable, non-linear curve fitting technique to develop the generalised damage identification procedure for columns, separately for two main internal blast conditions. The paper also presents a number of worked examples illustrating its application and significance in practice.
804-823
Wijesundara, Gayan
05d59cec-f09d-42cf-9eb0-c3765669a49b
Clubley, Simon
d3217801-61eb-480d-a6a7-5873b5f6f0fd
15 November 2016
Wijesundara, Gayan
05d59cec-f09d-42cf-9eb0-c3765669a49b
Clubley, Simon
d3217801-61eb-480d-a6a7-5873b5f6f0fd
Wijesundara, Gayan and Clubley, Simon
(2016)
Damage state identification for reinforced concrete columns in uplift due to internal building detonations.
Engineering Structures, 127, .
(doi:10.1016/j.engstruct.2016.07.051).
Abstract
This paper details the development of a generalised damage identification procedure for reinforced concrete columns subjected to internal building detonations. With the successful application of advanced computational fluid dynamics and structural response modelling techniques, we have conducted a set of comprehensive parametric studies on reinforced concrete column failure when subjected to high-rate, coupled uplift and shear typically induced by internal explosive blast. The outputs of the parametric studies have been analysed using a multi-variable, non-linear curve fitting technique to develop the generalised damage identification procedure for columns, separately for two main internal blast conditions. The paper also presents a number of worked examples illustrating its application and significance in practice.
Text
Manuscript - Wijesundara M G L and S K Clubley.pdf
- Accepted Manuscript
More information
Accepted/In Press date: 27 July 2016
e-pub ahead of print date: 22 September 2016
Published date: 15 November 2016
Organisations:
Infrastructure Group
Identifiers
Local EPrints ID: 383921
URI: http://eprints.soton.ac.uk/id/eprint/383921
ISSN: 0141-0296
PURE UUID: 15e5cce5-0dab-42f4-af1f-abda5079d9eb
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Date deposited: 23 Nov 2015 16:21
Last modified: 15 Mar 2024 05:22
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Author:
Gayan Wijesundara
Author:
Simon Clubley
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