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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
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.
0141-0296
804-823
Wijesundara, Gayan
05d59cec-f09d-42cf-9eb0-c3765669a49b
Clubley, Simon
d3217801-61eb-480d-a6a7-5873b5f6f0fd
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, 804-823. (doi:10.1016/j.engstruct.2016.07.051).

Record type: Article

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.

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Manuscript - Wijesundara M G L and S K Clubley.pdf - Accepted Manuscript
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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
ORCID for Simon Clubley: ORCID iD orcid.org/0000-0003-3779-242X

Catalogue record

Date deposited: 23 Nov 2015 16:21
Last modified: 15 Mar 2024 05:22

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Contributors

Author: Gayan Wijesundara
Author: Simon Clubley ORCID iD

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