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Topology optimization of a junction in a biaxial geogrid under in-isolation tensile loading

datacite.subject.fosEngenharia e Tecnologia::Engenharia Civil
dc.contributor.authorPaiva, L.
dc.contributor.authorPinho-Lopes, Margarida
dc.contributor.authorValente, R.
dc.contributor.authorPaula, António Miguel
dc.date.accessioned2026-04-10T08:43:13Z
dc.date.available2026-04-10T08:43:13Z
dc.date.issued2024
dc.description.abstractThe finite element method is a powerful tool that can be used to analyse problems including complex geometries and material properties. In this study, the generalpurpose finite element software ABAQUS was used to investigate the load-strain response of a biaxial geogrid under in-isolation tensile loading. A 3D model was developed, accounting for different thickness of geogrid elements and their nonlinear response. Then, TOSCA module was used to investigate an alternative design of a junction profile. The geogrid was submitted to uniaxial and biaxial tensile loading, simulating a wide-width tensile test and a biaxial wide-width tensile test. Validation was performed by comparing the numerical model with experimental data. Optimization results showed that it was possible to reduce the junction volume profile by 53% with a compromise of 3% in maximum bearing capacity.por
dc.description.sponsorshipThe first author acknowledges the financial support by the Portuguese Foundation of Science and Technology - FCT under the MIT Portugal PhD Grant PRT/BD/153383/2021. The financial support of FCT is also gratefully acknowledged through the projects UIDB/ 04450/2020 (RISCO), UIDB/00481/2020 (TEMA), UIDP/04450/2020 and CENTRO-01- 0145-FEDER-022083 (CENTRO 2020).
dc.identifier.citationPaiva, L.; Pinho-Lopes, Margarida; Valente, R.; Paula, António Miguel (2024). Topology optimization of a junction in a biaxial geogrid under in-isolation tensile loading. In 12th International Conference on Geosynthetics (12ICG). Roma, Italy. p. 2140-2145. ISBN 978-1-003-38688-9. DOI: 10.1201/9781003386889-288
dc.identifier.doi10.1201/9781003386889-288
dc.identifier.isbn978-1-003-38688-9
dc.identifier.urihttp://hdl.handle.net/10198/36494
dc.language.isoeng
dc.peerreviewedyes
dc.relationRisks and Sustainability in Construction
dc.relationCentre for Mechanical Technology and Automation
dc.rights.urihttp://creativecommons.org/licenses/by/4.0/
dc.subjectGEOSYNTHETICS
dc.subjectFinite Element Method
dc.subjectABAQUS
dc.titleTopology optimization of a junction in a biaxial geogrid under in-isolation tensile loadingpor
dc.typeconference paper
dspace.entity.typePublication
oaire.awardNumberUIDB/04450/2020
oaire.awardNumberUIDB/00481/2020
oaire.awardTitleRisks and Sustainability in Construction
oaire.awardTitleCentre for Mechanical Technology and Automation
oaire.awardURIinfo:eu-repo/grantAgreement/FCT/6817 - DCRRNI ID/UIDB%2F04450%2F2020/PT
oaire.awardURIinfo:eu-repo/grantAgreement/FCT/6817 - DCRRNI ID/UIDB%2F00481%2F2020/PT
oaire.citation.conferenceDate2023
oaire.citation.conferencePlaceRoma, Italy
oaire.citation.endPage2145
oaire.citation.startPage2140
oaire.citation.title12th International Conference on Geosynthetics (12ICG)
oaire.fundingStream6817 - DCRRNI ID
oaire.fundingStream6817 - DCRRNI ID
oaire.versionhttp://purl.org/coar/version/c_be7fb7dd8ff6fe43
person.familyNamePaula
person.givenNameAntónio Miguel
person.identifier.ciencia-idD115-1763-07B0
person.identifier.orcid0000-0003-4788-8644
project.funder.identifierhttp://doi.org/10.13039/501100001871
project.funder.identifierhttp://doi.org/10.13039/501100001871
project.funder.nameFundação para a Ciência e a Tecnologia
project.funder.nameFundação para a Ciência e a Tecnologia
relation.isAuthorOfPublication0c3fd9de-f48a-4789-b77f-2a96c704621f
relation.isAuthorOfPublication.latestForDiscovery0c3fd9de-f48a-4789-b77f-2a96c704621f
relation.isProjectOfPublication02ac3f34-589c-4515-a371-5efe7277559a
relation.isProjectOfPublication6898101a-4aa3-403f-bfe0-a88a670a0d56
relation.isProjectOfPublication.latestForDiscovery02ac3f34-589c-4515-a371-5efe7277559a

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