dc.contributor.advisor |
Vignjevic, Rade |
|
dc.contributor.author |
De Vuyst, Tom |
|
dc.date.accessioned |
2019-10-10T11:29:48Z |
|
dc.date.available |
2019-10-10T11:29:48Z |
|
dc.date.issued |
2003-03 |
|
dc.identifier.uri |
http://dspace.lib.cranfield.ac.uk/handle/1826/14606 |
|
dc.description.abstract |
This thesis addresses the problem of hydrocode modelling of water impact. Two facets
that are of importance when numerically modelling the impact of metallic structures on
water are metal anisotropy and water behaviour during impact. In order to be able to
take account of these effects in a hydrocode simulation an SPH solver has been
incorporated into LLNL-DYNA3D. The treatment of contact in meshless methods has
been addressed through the development of a contact algorithm which does not require
the construction of surfaces. The interaction of finite elements and SPH particles is
accounted for by using a novel approach in treating the finite element nodes as particles
in the contact treatment. The same contact algorithm developed for the treatment of
contact in the SPH method has been used. In order to take account of metal anisotropy
a material model that takes account of anisotropy in the elastic and plastic regimes,
strain-rate dependency and non-linear behaviour at high pressures including spall failure
was developed.
The developed simulation tool is validated against experimental data for the case of
water impact of rigid cylinders on water. Further validation is achieved by
demonstrating that the simulation tool can be used to analyse the crash behaviour of
subfloor designs on water. This was achieved by simulating the impact on water of a
structure representative of an aircraft subfloor. The effect of material anisotropy, skin
thickness and skin failure on the structural response was demonstrated.
A first step in extending the coupled FE-SPH modelling beyond fluid-structure
interaction problems has been the development and validation of an explicit time
integration ID Lagrangian kernel SPH code which in combination with an algorithm to
track crack propagation would make the simulation of dynamic brittle fracture problems
possible. |
en_UK |
dc.language.iso |
en |
en_UK |
dc.rights |
© Cranfield University, 2015. All rights reserved. No part of this publication may be reproduced without the written permission of the copyright holder. |
|
dc.title |
Hydrocode modelling of water impact |
en_UK |
dc.type |
Thesis |
en_UK |