Full Text Available

Note: Clicking the button above will open the full text document at the original institutional repository in a new window.

Response of thin circular plates to central blast loading

Includes bibliographical references.

Saved in:
Bibliographic Details
Main Author: Bimha, Richard Ernest
Other Authors: Nurick, Gerald N
Format: Thesis
Language:English
Published: Department of Mechanical Engineering 2014
Subjects:
Tags: Add Tag
No Tags, Be the first to tag this record!
_version_ 1867614250601545728
access_status_str Open Access
author Bimha, Richard Ernest
author2 Nurick, Gerald N
author_browse Bimha, Richard Ernest
Nurick, Gerald N
author_facet Nurick, Gerald N
Bimha, Richard Ernest
author_sort Bimha, Richard Ernest
collection Thesis
description Includes bibliographical references.
format Thesis
id oai:open.uct.ac.za:11427/8488
institution University of Cape Town (South Africa)
language eng
last_indexed 2026-06-10T12:49:03.753Z
license_str Not specified — see source repository
provenance_str_mv Harvested via OAI-PMH from UCTD — University of Cape Town Open Access Repository
publishDate 2014
publishDateRange 2014
publishDateSort 2014
publisher Department of Mechanical Engineering
publisherStr Department of Mechanical Engineering
record_format dspace
source_str UCTD — University of Cape Town Open Access Repository
spelling oai:open.uct.ac.za:11427/8488 Response of thin circular plates to central blast loading Bimha, Richard Ernest Nurick, Gerald N Mechanical Engineering Includes bibliographical references. The large ductile deformation response and rupture of thin circular metal plates subjected to central blast loading is investigated using the ABAQUS general purpose finite element code. The finite element code incorporates non-linear geometry and material effects as well as strain rate sensitivity. A material failure model is also incorporated. The SA.XI axisymmetric sheet elements are used to model the plate. The shell element uses a theory that includes shear deformation effects but degenerates to the Kirchoff classical thin shell theory for thin shell elements. An explicit time integration scheme is considered more suitable than an implicit scheme for the analysis. A uniform mesh with 1000 elements is used in modelling the experiments. The mesh size is chosen to satisfy the conditions for numerical stability in the explicit analysis scheme. Two boundary conditions are considered; a plate clamped to its supports by bolts and a plate fully built-in. The pressure loading from the explosive charge is assumed to be uniform over the loaded area and decaying exponentially to the plate boundary. The pressure pulse is assumed to be rectangular. Material parameters are obtained from uniaxial quasi-static material tensile test results. The predicted plate responses; mid-plate permanent deflections, permanent deformation shape, strain rate dependence, strain predictions, response time and rupture are compared to experimental data and/or analytical and other numerical solutions. The predicted responses compare reasonably well with measured experimental results and/or with reported analytical and other numerical predictions. 2014-10-17T07:31:14Z 2014-10-17T07:31:14Z 1996 Master Thesis Masters MSc http://hdl.handle.net/11427/8488 eng application/pdf Department of Mechanical Engineering Faculty of Engineering and the Built Environment University of Cape Town
spellingShingle Mechanical Engineering
Bimha, Richard Ernest
Response of thin circular plates to central blast loading
thesis_degree_str Master's
title Response of thin circular plates to central blast loading
title_full Response of thin circular plates to central blast loading
title_fullStr Response of thin circular plates to central blast loading
title_full_unstemmed Response of thin circular plates to central blast loading
title_short Response of thin circular plates to central blast loading
title_sort response of thin circular plates to central blast loading
topic Mechanical Engineering
url http://hdl.handle.net/11427/8488
work_keys_str_mv AT bimharichardernest responseofthincircularplatestocentralblastloading