Vis enkel innførsel

dc.contributor.authorXia, Yi
dc.contributor.authorLangelaar, Matthijs
dc.contributor.authorHendriks, Max
dc.date.accessioned2022-02-23T09:37:09Z
dc.date.available2022-02-23T09:37:09Z
dc.date.created2021-01-19T15:51:30Z
dc.date.issued2021
dc.identifier.citationComputer-Aided Civil and Infrastructure Engineering. 2021, 36 (5), 526-543.en_US
dc.identifier.issn1093-9687
dc.identifier.urihttps://hdl.handle.net/11250/2980930
dc.description.abstractStrut-and-tie modelling (STM) is an effective and widely used method to design disturbed regions (D-regions) of reinforced concrete structures. Among the various steps of STM, finding a suitable truss-analogy model is the most challenging part. Even for experienced engineers it is difficult to find representative models for complex D-regions, and this task is even harder for three-dimensional (3D) D-regions. To date, only a few 3D STM models have been proposed by researchers for several complex D-regions, which leaves practitioners with little guidance. In order to solve this problem, a method is proposed to automatically generate 3D optimization-based STM (3D-OPT-STM) models. The generation method comprises a compliance-based topology optimization process that generates optimized structural forms by maximizing stiffness, a topology extraction method, and a shape optimization method. In this study, three 3D-OPT-STM models are generated for typical 3D D-regions, and their performances are compared to manually created STM models. The generated 3D-OPT-STM models result in more economical designs. Moreover, geometrical and loading parameter studies demonstrate the applicability and robustness of the proposed method.en_US
dc.language.isoengen_US
dc.publisherWiley Periodicals LLC on behalf of Editoren_US
dc.rightsNavngivelse 4.0 Internasjonal*
dc.rights.urihttp://creativecommons.org/licenses/by/4.0/deed.no*
dc.titleOptimization-based three-dimensional strut-and-tie model generation for reinforced concreteen_US
dc.typePeer revieweden_US
dc.typeJournal articleen_US
dc.description.versionpublishedVersionen_US
dc.source.pagenumber526-543en_US
dc.source.volume36en_US
dc.source.journalComputer-Aided Civil and Infrastructure Engineeringen_US
dc.source.issue5en_US
dc.identifier.doi10.1111/mice.12614
dc.identifier.cristin1874610
cristin.ispublishedtrue
cristin.fulltextoriginal
cristin.qualitycode1


Tilhørende fil(er)

Thumbnail

Denne innførselen finnes i følgende samling(er)

Vis enkel innførsel

Navngivelse 4.0 Internasjonal
Med mindre annet er angitt, så er denne innførselen lisensiert som Navngivelse 4.0 Internasjonal