Hydroelastic waves and their interaction with fixed structures

A selection of problems are presented which study the interaction of hydroelastic waves with fixed structures. A thin floating elastic plate model is considered which primarily represents a continuous floating ice sheet, but may also be applied to very large floating platforms. The incident hydroela...

Full description

Bibliographic Details
Main Author: Brocklehurst, Paul
Format: Thesis
Language:English
Published: 2012
Subjects:
Online Access:https://ueaeprints.uea.ac.uk/id/eprint/47911/
https://ueaeprints.uea.ac.uk/id/eprint/47911/1/2012BrocklehurstPPhD.pdf
id ftuniveastangl:oai:ueaeprints.uea.ac.uk:47911
record_format openpolar
spelling ftuniveastangl:oai:ueaeprints.uea.ac.uk:47911 2023-05-15T16:40:16+02:00 Hydroelastic waves and their interaction with fixed structures Brocklehurst, Paul 2012-09 application/pdf https://ueaeprints.uea.ac.uk/id/eprint/47911/ https://ueaeprints.uea.ac.uk/id/eprint/47911/1/2012BrocklehurstPPhD.pdf en eng https://ueaeprints.uea.ac.uk/id/eprint/47911/1/2012BrocklehurstPPhD.pdf Brocklehurst, Paul (2012) Hydroelastic waves and their interaction with fixed structures. Doctoral thesis, University of East Anglia. Thesis NonPeerReviewed 2012 ftuniveastangl 2023-01-30T21:38:06Z A selection of problems are presented which study the interaction of hydroelastic waves with fixed structures. A thin floating elastic plate model is considered which primarily represents a continuous floating ice sheet, but may also be applied to very large floating platforms. The incident hydroelastic waves are assumed to either propagate from long–distance towards the structures or be generated by a moving load. All aspects of the subsequent interaction are studied in detail. The elastic plate is clamped to the fixed vertical structures to model an ice sheet frozen to the structure boundary. Both linear and nonlinear formulations are admitted for a selection of two– and three–dimensional problems. For the linear problems, selection of appropriate integral transforms leads to explicit analytical solutions in terms of integral quadratures. For the nonlinear case, the numerical solution is found by application of Green’s second identity combined with a boundary element method. The resulting deflection fields are analysed as well as the strain in the ice sheet due to curvature from the hydroelastic waves. Particular attention is paid to the strain at the ice–structure boundary. The integral transforms also lead to concise expressions for the horizontal and vertical wave forces impacting on the structure. It is shown that these forces may reach a substantial magnitude and must be taken into account for the design of structures in ice–covered water. Several assumptions are utilised which allow the problems to be mathematically treatable while retaining accuracy. Realistic effects such as viscoelasticity and fluid stratification are studied. The solutions are investigated in detail under the variation of physical parameters of the fluid, the ice sheet and the incident/load–generated waves, based on realistic values from cold climate regions. Thesis Ice Sheet University of East Anglia: UEA Digital Repository
institution Open Polar
collection University of East Anglia: UEA Digital Repository
op_collection_id ftuniveastangl
language English
description A selection of problems are presented which study the interaction of hydroelastic waves with fixed structures. A thin floating elastic plate model is considered which primarily represents a continuous floating ice sheet, but may also be applied to very large floating platforms. The incident hydroelastic waves are assumed to either propagate from long–distance towards the structures or be generated by a moving load. All aspects of the subsequent interaction are studied in detail. The elastic plate is clamped to the fixed vertical structures to model an ice sheet frozen to the structure boundary. Both linear and nonlinear formulations are admitted for a selection of two– and three–dimensional problems. For the linear problems, selection of appropriate integral transforms leads to explicit analytical solutions in terms of integral quadratures. For the nonlinear case, the numerical solution is found by application of Green’s second identity combined with a boundary element method. The resulting deflection fields are analysed as well as the strain in the ice sheet due to curvature from the hydroelastic waves. Particular attention is paid to the strain at the ice–structure boundary. The integral transforms also lead to concise expressions for the horizontal and vertical wave forces impacting on the structure. It is shown that these forces may reach a substantial magnitude and must be taken into account for the design of structures in ice–covered water. Several assumptions are utilised which allow the problems to be mathematically treatable while retaining accuracy. Realistic effects such as viscoelasticity and fluid stratification are studied. The solutions are investigated in detail under the variation of physical parameters of the fluid, the ice sheet and the incident/load–generated waves, based on realistic values from cold climate regions.
format Thesis
author Brocklehurst, Paul
spellingShingle Brocklehurst, Paul
Hydroelastic waves and their interaction with fixed structures
author_facet Brocklehurst, Paul
author_sort Brocklehurst, Paul
title Hydroelastic waves and their interaction with fixed structures
title_short Hydroelastic waves and their interaction with fixed structures
title_full Hydroelastic waves and their interaction with fixed structures
title_fullStr Hydroelastic waves and their interaction with fixed structures
title_full_unstemmed Hydroelastic waves and their interaction with fixed structures
title_sort hydroelastic waves and their interaction with fixed structures
publishDate 2012
url https://ueaeprints.uea.ac.uk/id/eprint/47911/
https://ueaeprints.uea.ac.uk/id/eprint/47911/1/2012BrocklehurstPPhD.pdf
genre Ice Sheet
genre_facet Ice Sheet
op_relation https://ueaeprints.uea.ac.uk/id/eprint/47911/1/2012BrocklehurstPPhD.pdf
Brocklehurst, Paul (2012) Hydroelastic waves and their interaction with fixed structures. Doctoral thesis, University of East Anglia.
_version_ 1766030648641847296