Utilize este identificador para referenciar este registo:
https://hdl.handle.net/1822/50612
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Campo DC | Valor | Idioma |
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dc.contributor.author | Abdolpour, Hassan | por |
dc.contributor.author | Escusa, Gonçalo | por |
dc.contributor.author | Sena-Cruz, José | por |
dc.contributor.author | Valente, Isabel B. | por |
dc.contributor.author | Barros, Joaquim A. O. | por |
dc.date.accessioned | 2018-02-19T09:44:35Z | - |
dc.date.issued | 2017 | - |
dc.identifier.issn | 1090-0268 | por |
dc.identifier.uri | https://hdl.handle.net/1822/50612 | - |
dc.description.abstract | Throughout this paper, a new system for connecting composite sandwich wall panels is proposed. The relevant structural components are investigated with the aim of utilizing these panels as insulated wall elements in building applications or prefabricated modular systems. The adopted sandwich wall panels are composed of hand-layup Glass Fiber Reinforced Polymer (GFRP) outer skins and low density closed polyurethane (PU) foam core. The sandwich wall panels present an overall geometry of 2880×960×64 mm3. One challenge of the proposed new system that was examined included joining the panels in the longitudinal direction (along their height) and transversally connecting (along their width) to other structural elements, similar to beams at the bottom and top. The structural performance of the sandwich wall panels was experimentally tested and thereafter analytically assessed in two cases: (i) single wall panels; (ii) two jointed wall panels. Outward localized GFRP wrinkling, followed by global buckling was observed as the dominant failure mode in both cases. Further, the capability of the proposed connection system to increase the axial load capacity of the jointed panels was evaluated. The study illustrates that axial capacity of two jointed sandwich wall panels compared to the single sandwich wall panel, increased substantially from 91% to 152% depending on the failure modes. | por |
dc.description.sponsorship | This work is part of the research project ClickHouse - Development of a prefabricated 595 emergency house prototype made of composites materials, involving the company ALTO – 596 Perfis Pultrudidos, Lda., CERis/Instituto Superior Técnico and ISISE/University of Minho, supported by FEDER funds through the Operational Program for Competitiveness Factors – 598 COMPETE and the Portuguese National Agency of Innovation (ADI) - project no. 38967. 599 Special thanks are given to company ALTO who manufactured all the elements (GFRP 600 profiles and sandwich panels) involved in this work. ClickHouse - FEDER / COMPETE / ADI - project no. 38967. | por |
dc.language.iso | eng | por |
dc.publisher | American Society of Civil Engineers (ASCE) | por |
dc.rights | openAccess | - |
dc.subject | Composite materials | por |
dc.subject | Sandwich wall panels | por |
dc.subject | GFRP skins | por |
dc.subject | PU foam core | por |
dc.subject | Buckling load | por |
dc.subject | Jointed wall panels | por |
dc.subject | Glass fiber-reinforced polymer (GFRP) skins | por |
dc.subject | Polyurethane (PU) foam core | por |
dc.title | Axial performance of jointed sandwich wall panels | por |
dc.type | article | - |
dc.peerreviewed | yes | por |
oaire.citationStartPage | 04017009-1 | por |
oaire.citationEndPage | 04017009-12 | por |
oaire.citationIssue | 4 | por |
oaire.citationVolume | 21 | por |
dc.identifier.doi | 10.1061/(ASCE)CC.1943-5614.0000785 | por |
dc.subject.fos | Engenharia e Tecnologia::Engenharia Civil | por |
dc.description.publicationversion | info:eu-repo/semantics/publishedVersion | por |
dc.subject.wos | Science & Technology | por |
sdum.journal | Journal of Composites for Construction | por |
Aparece nas coleções: | ISISE - Artigos em Revistas Internacionais |
Ficheiros deste registo:
Ficheiro | Descrição | Tamanho | Formato | |
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CCENG_1872_Revised Manuscript_Repositorium.pdf | 1,98 MB | Adobe PDF | Ver/Abrir |