Παρακαλώ χρησιμοποιήστε αυτό το αναγνωριστικό για να παραπέμψετε ή να δημιουργήσετε σύνδεσμο προς αυτό το τεκμήριο:
https://hdl.handle.net/20.500.14279/33037
Πεδίο DC | Τιμή | Γλώσσα |
---|---|---|
dc.contributor.author | Gravett, Dewald Z. | - |
dc.contributor.author | Markou, George | - |
dc.date.accessioned | 2024-10-08T05:32:48Z | - |
dc.date.available | 2024-10-08T05:32:48Z | - |
dc.date.issued | 2021-01-01 | - |
dc.identifier.citation | 8th ECCOMAS Thematic Conference on Computational Methods in Structural Dynamics and Earthquake Engineering, Athens, Greece, 27–30 June 2021 | en_US |
dc.identifier.issn | 26233347 | - |
dc.identifier.uri | https://hdl.handle.net/20.500.14279/33037 | - |
dc.description.abstract | The modeling of large-scale reinforced concrete (RC) structures through 3D detailed modeling is not feasible due to the excessive computational demand that is required during different phases of the analysis. Especially when the overall objective is to perform nonlinear dynamic analysis of RC structures that also take into account the soil-structure interaction effect by discretizing the soil domain with hexahedral elements. These large-scale models have a significant computational demand when analysed, where the use of high-performance computing and parallel solution algorithms is currently the only solution in achieving reasonable computational times. One of the computationally demanding processes during this type of analysis, is the embedded rebar mesh generation, where millions of elements have to be created. This research work proposes a new load distribution algorithm that optimizes the numerical response of a previous parallel embedded rebar mesh generation algorithm incorporated in Reconan FEA. After the implementation of the proposed parallel algorithm, it was found that the computational time was decreased by an average of 57.48% compared to the performance of the old parallel algorithm. | en_US |
dc.language.iso | en | en_US |
dc.subject | Parallel Processing | en_US |
dc.subject | Embedded Rebars | en_US |
dc.subject | Reinforced Concrete Structures | en_US |
dc.subject | Large- Scale Models | en_US |
dc.subject | Finite Element Method | en_US |
dc.title | A new parallel algorithm for the optimum embedded rebar mesh generation for large-scale reinforced concrete structures | en_US |
dc.type | Conference Papers | en_US |
dc.collaboration | University of Pretoria | en_US |
dc.subject.category | Computer and Information Sciences | en_US |
dc.subject.category | ENGINEERING AND TECHNOLOGY | en_US |
dc.subject.category | Civil Engineering | en_US |
dc.country | South Africa | en_US |
dc.subject.field | Engineering and Technology | en_US |
dc.publication | Peer Reviewed | en_US |
dc.relation.conference | ECCOMAS Thematic Conference on Computational Methods in Structural Dynamics and Earthquake Engineering | en_US |
dc.identifier.doi | 10.7712/120121.8771.18591 | en_US |
dc.identifier.scopus | 2-s2.0-85120794675 | - |
dc.identifier.url | https://api.elsevier.com/content/abstract/scopus_id/85120794675 | - |
cut.common.academicyear | empty | en_US |
item.openairecristype | http://purl.org/coar/resource_type/c_c94f | - |
item.grantfulltext | open | - |
item.openairetype | conferenceObject | - |
item.cerifentitytype | Publications | - |
item.languageiso639-1 | en | - |
item.fulltext | With Fulltext | - |
crisitem.author.dept | Department of Civil Engineering and Geomatics | - |
crisitem.author.faculty | Faculty of Engineering and Technology | - |
crisitem.author.orcid | 0000-0002-6891-7064 | - |
crisitem.author.parentorg | Faculty of Engineering and Technology | - |
Εμφανίζεται στις συλλογές: | Δημοσιεύσεις σε συνέδρια /Conference papers or poster or presentation |
Αρχεία σε αυτό το τεκμήριο:
Αρχείο | Μέγεθος | Μορφότυπος | |
---|---|---|---|
Parallel-Algorithm.pdf | 513.05 kB | Adobe PDF | Δείτε/ Ανοίξτε |
CORE Recommender
Page view(s)
11
Last Week
1
1
Last month
checked on 28 Οκτ 2024
Download(s)
12
checked on 28 Οκτ 2024
Google ScholarTM
Check
Altmetric
Όλα τα τεκμήρια του δικτυακού τόπου προστατεύονται από πνευματικά δικαιώματα