Please use this identifier to cite or link to this item:
http://hdl.handle.net/1942/33966
Full metadata record
DC Field | Value | Language |
---|---|---|
dc.contributor.author | DRIESEN, Cedric | - |
dc.contributor.author | DEGEE, Herve | - |
dc.contributor.author | VANDOREN, Bram | - |
dc.date.accessioned | 2021-04-21T12:53:05Z | - |
dc.date.available | 2021-04-21T12:53:05Z | - |
dc.date.issued | 2021 | - |
dc.date.submitted | 2021-04-21T06:30:22Z | - |
dc.identifier.citation | COMPUTERS & STRUCTURES, 251 (Art N° 106543) | - |
dc.identifier.issn | 0045-7949 | - |
dc.identifier.uri | http://hdl.handle.net/1942/33966 | - |
dc.description.abstract | A finite element based framework that formulates an adaptive multiresolution multiscale technique is presented, with the goal of both accurately and efficiently simulating large masonry structures. In order to find a compromise between accuracy and computational efficiency a scale embedding multiscale model where both macro- and microscale elements come into play is proposed, combining the advantages both have to offer. This theory is tested and compared with an equivalent microscale model to demonstrate that its accuracy rivals a microscale approach, while at the same time having a higher computational efficiency. The developed multiscale model is compared to its underlying microscale model in a couple of selected example structures, ranging from small to large scale unreinforced masonry walls with openings. An application in the form of soil subsidence is explored, showing a potential for extended applications of this type of modeling. | - |
dc.language.iso | en | - |
dc.publisher | PERGAMON-ELSEVIER SCIENCE LTD | - |
dc.rights | 2021 Elsevier Ltd. All rights reserved. | - |
dc.subject.other | Masonry Failure | - |
dc.subject.other | Multiscale Modeling | - |
dc.subject.other | Domain Activation | - |
dc.title | Efficient modeling of masonry failure using a multiscale domain activation approach | - |
dc.type | Journal Contribution | - |
dc.identifier.volume | 251 | - |
local.bibliographicCitation.jcat | A1 | - |
local.publisher.place | THE BOULEVARD, LANGFORD LANE, KIDLINGTON, OXFORD OX5 1GB, ENGLAND | - |
local.type.refereed | Refereed | - |
local.type.specified | Article | - |
local.bibliographicCitation.artnr | 106543 | - |
dc.identifier.doi | 10.1016/j.compstruc.2021.106543 | - |
dc.identifier.isi | 000655519200003 | - |
dc.identifier.eissn | 1879-2243 | - |
local.provider.type | CrossRef | - |
local.uhasselt.uhpub | yes | - |
local.uhasselt.international | no | - |
item.contributor | DRIESEN, Cedric | - |
item.contributor | DEGEE, Herve | - |
item.contributor | VANDOREN, Bram | - |
item.fulltext | With Fulltext | - |
item.validation | ecoom 2022 | - |
item.fullcitation | DRIESEN, Cedric; DEGEE, Herve & VANDOREN, Bram (2021) Efficient modeling of masonry failure using a multiscale domain activation approach. In: COMPUTERS & STRUCTURES, 251 (Art N° 106543). | - |
item.accessRights | Open Access | - |
crisitem.journal.issn | 0045-7949 | - |
crisitem.journal.eissn | 1879-2243 | - |
Appears in Collections: | Research publications |
Files in This Item:
File | Description | Size | Format | |
---|---|---|---|---|
1-s2.0-S0045794921000651-main_authorversion.pdf | Peer-reviewed author version | 5.23 MB | Adobe PDF | View/Open |
1-s2.0-S0045794921000651-main.pdf Restricted Access | Published version | 6.92 MB | Adobe PDF | View/Open Request a copy |
WEB OF SCIENCETM
Citations
4
checked on Apr 30, 2024
Page view(s)
42
checked on Sep 7, 2022
Download(s)
18
checked on Sep 7, 2022
Google ScholarTM
Check
Altmetric
Items in DSpace are protected by copyright, with all rights reserved, unless otherwise indicated.