Investigation of bending behavior of two and three-dimensional honeycomb and auxetic sandwich beams

dc.authoridYAZICI, MUSTAFA ENES/0000-0001-9225-8647
dc.authoridKanber, Bahattin/0000-0003-2115-2487
dc.contributor.authorYazici, Mustafa Enes
dc.contributor.authorKanber, Bahattin
dc.contributor.authorDagli, Salih
dc.date.accessioned2025-03-23T19:30:41Z
dc.date.available2025-03-23T19:30:41Z
dc.date.issued2024
dc.departmentSinop Üniversitesi
dc.description.abstractThe bending behavior of two (2D) and three-dimensional (3D) sandwich beams that have a negative Poisson's ratio (auxetic) and conventional honeycomb was investigated for different geometries, sheet thicknesses, and cell thicknesses. The re-entrant and solid specimens were produced with a stereolithographic (SLA) 3D printer and subjected to a three-point bending test under the conditions specified in the ASTM C393 standard. The data obtained from the tests were used to verify finite element analysis (FEA) results. The radius of curvatures was calculated for each specimen depending on the load step. In addition, Poisson's ratio was calculated for each auxetic sample. As a result, the 3D arrowhead beam, with a cell thickness of 1 mm and a sheet thickness of 2 mm, exhibits peak force values that are 497.340% and 461.500% higher than re-entrant and missing rib beams, respectively. Besides, the maximum strain energy values of same 3D arrowhead specimens (596.120 mJ) are higher than re-entrant (101.032 mJ) and missing rib (108.201 mJ) specimens. It was determined that the arrowhead is the most durable structure compared to other auxetic structure geometries. Therefore, when arrowhead and honeycomb 3D beams are compared, it was observed that the maximum strain energy of arrowhead specimens was higher in both horizontal (84.310%) and perpendicular (131.910%) positioned specimens. Comparing the arrowhead and honeycomb 2D beams with the highest maximum strain energy, it can be concluded that the arrowhead beam absorbs 20.000% more energy.
dc.identifier.doi10.1177/10996362241257871
dc.identifier.endpage968
dc.identifier.issn1099-6362
dc.identifier.issn1530-7972
dc.identifier.issue6
dc.identifier.scopus2-s2.0-85195581316
dc.identifier.scopusqualityQ1
dc.identifier.startpage945
dc.identifier.urihttps://doi.org/10.1177/10996362241257871
dc.identifier.urihttps://hdl.handle.net/11486/5139
dc.identifier.volume26
dc.identifier.wosWOS:001242359300001
dc.identifier.wosqualityQ1
dc.indekslendigikaynakWeb of Science
dc.indekslendigikaynakScopus
dc.language.isoen
dc.publisherSage Publications Ltd
dc.relation.ispartofJournal of Sandwich Structures & Materials
dc.relation.publicationcategoryMakale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanı
dc.rightsinfo:eu-repo/semantics/closedAccess
dc.snmzKA_WOS_20250323
dc.subjectAuxetic sandwich beam
dc.subjecthoneycomb
dc.subjectstereolithographic
dc.subjectbending
dc.subjectfinite element analysis
dc.subjectradius of curvature
dc.titleInvestigation of bending behavior of two and three-dimensional honeycomb and auxetic sandwich beams
dc.typeArticle

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