Dynamics of steel offshore platforms under ship impact

This paper deals with the prediction of the dynamic response of steel offshore platforms to high energy impacts from typical supply vessels. The contribution of the high modes of a cantilever beam type structure with a concentrated top mass subjected to transverse impact from rigid and deformable st...

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Main Authors: Travanca, J., Hao, Hong
Format: Journal Article
Published: Elsevier 2014
Online Access:http://hdl.handle.net/20.500.11937/18427
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author Travanca, J.
Hao, Hong
author_facet Travanca, J.
Hao, Hong
author_sort Travanca, J.
building Curtin Institutional Repository
collection Online Access
description This paper deals with the prediction of the dynamic response of steel offshore platforms to high energy impacts from typical supply vessels. The contribution of the high modes of a cantilever beam type structure with a concentrated top mass subjected to transverse impact from rigid and deformable strikers is analysed. A procedure to develop simplified equivalent systems for efficient structural response analysis is presented and its reliability tested by comparing the results from the explication-linear FE simulations. Effects such as the overall rotation of the installation, plastic deformation sin the contact area, different impact locations and different hinge mechanisms are taken into account. It is shown that the use of the proposed equivalent systems with a reduced number of DOF’ scan provide accurate results at significantly less computational efforts as compared to the FE simulations. The derivation of some parameters of the equivalent dynamic elastic–plastic SDOF/2SDOF systems, however, needs to consider the complexity of the analysed steel frames and perform preliminary non-linear static analyses. Therefore, further studies of different impact scenarios on platforms with different configurations are recommended to augment the results presented here.
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institution Curtin University Malaysia
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publishDate 2014
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spelling curtin-20.500.11937-184272017-09-13T15:59:41Z Dynamics of steel offshore platforms under ship impact Travanca, J. Hao, Hong This paper deals with the prediction of the dynamic response of steel offshore platforms to high energy impacts from typical supply vessels. The contribution of the high modes of a cantilever beam type structure with a concentrated top mass subjected to transverse impact from rigid and deformable strikers is analysed. A procedure to develop simplified equivalent systems for efficient structural response analysis is presented and its reliability tested by comparing the results from the explication-linear FE simulations. Effects such as the overall rotation of the installation, plastic deformation sin the contact area, different impact locations and different hinge mechanisms are taken into account. It is shown that the use of the proposed equivalent systems with a reduced number of DOF’ scan provide accurate results at significantly less computational efforts as compared to the FE simulations. The derivation of some parameters of the equivalent dynamic elastic–plastic SDOF/2SDOF systems, however, needs to consider the complexity of the analysed steel frames and perform preliminary non-linear static analyses. Therefore, further studies of different impact scenarios on platforms with different configurations are recommended to augment the results presented here. 2014 Journal Article http://hdl.handle.net/20.500.11937/18427 10.1016/j.apor.2014.07.004 Elsevier restricted
spellingShingle Travanca, J.
Hao, Hong
Dynamics of steel offshore platforms under ship impact
title Dynamics of steel offshore platforms under ship impact
title_full Dynamics of steel offshore platforms under ship impact
title_fullStr Dynamics of steel offshore platforms under ship impact
title_full_unstemmed Dynamics of steel offshore platforms under ship impact
title_short Dynamics of steel offshore platforms under ship impact
title_sort dynamics of steel offshore platforms under ship impact
url http://hdl.handle.net/20.500.11937/18427