Please use this identifier to cite or link to this item:
https://hdl.handle.net/20.500.14279/22370
DC Field | Value | Language |
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dc.contributor.author | Yiatros, Stylianos | - |
dc.contributor.author | Marangos, Orestes | - |
dc.contributor.author | Brennan, Feargal P. | - |
dc.date.accessioned | 2021-03-09T08:24:59Z | - |
dc.date.available | 2021-03-09T08:24:59Z | - |
dc.date.issued | 2019-06-19 | - |
dc.identifier.citation | Engineering Mechanics Institute Conference, 2019, 18-21 June, Los Angeles, USA | en_US |
dc.identifier.uri | https://hdl.handle.net/20.500.14279/22370 | - |
dc.description.abstract | Metal foam sandwich components are novel metallic composites that can offer advantages in bucking mitigation and vibration damping at low weight. Assemblies of metallic hollow spheres, bonded together with thermosetting epoxy and acting as core material in sandwich components, can be easily fabricated and potentially work as multifunctional buckling stiffeners and passive dampers. The work herein presents experimental work undertaken during a Marie Curie Fellowship at Cranfield University in the UK and subsequent analysis undertaken at CUT in Cyprus to determine the shear characteristics of this versatile composite material. Two types of steel sphere cores were examined, based on the distribution of sphere sizes. SFS4 refers to assemblies comprising spheres of the same diameter in 3 layers, while SFSGRD refers to assemblies comprising two sizes of spheres, in three layers, where the smaller sphere sizes (and hence denser layers) were closer to the face plates. The specimens were primarily under monotonic 4-point testing while cyclic 4-point bending was also undertaken to capture the fatigue response of these assemblies as sandwich cores. Displacement fields, crack initiation and propagation were captured via a DIC system during the monotonic tests so that failure characteristics and post-failure residual stiffness and strength were identified, measured and recorded. Shear parameters were extracted via statistical analysis from the results, exhibiting good correlation between specimens of the same type as well as marking the distinct merits of each core stratification. | en_US |
dc.format | en_US | |
dc.language.iso | en | en_US |
dc.rights | CC0 1.0 Universal | en_US |
dc.rights.uri | http://creativecommons.org/publicdomain/zero/1.0/ | * |
dc.subject | Metal foam sandwich | en_US |
dc.subject | Sandwich components | en_US |
dc.title | Experimental Investigation of shear characteristics and failure in sandwich beams with cores comprising steel hollow sphere assemblies | en_US |
dc.type | Conference Papers | en_US |
dc.collaboration | Cyprus University of Technology | en_US |
dc.collaboration | University of Strathclyde | en_US |
dc.subject.category | Materials Engineering | en_US |
dc.country | Cyprus | en_US |
dc.country | United Kingdom | en_US |
dc.subject.field | Engineering and Technology | en_US |
dc.publication | Peer Reviewed | en_US |
dc.relation.conference | Engineering Mechanics Institute Conference | en_US |
cut.common.academicyear | 2018-2019 | en_US |
item.openairecristype | http://purl.org/coar/resource_type/c_c94f | - |
item.openairetype | conferenceObject | - |
item.cerifentitytype | Publications | - |
item.grantfulltext | none | - |
item.languageiso639-1 | en | - |
item.fulltext | No Fulltext | - |
crisitem.author.dept | Department of Civil Engineering and Geomatics | - |
crisitem.author.dept | Department of Civil Engineering and Geomatics | - |
crisitem.author.faculty | Faculty of Engineering and Technology | - |
crisitem.author.faculty | Faculty of Engineering and Technology | - |
crisitem.author.orcid | 0000-0002-4803-6585 | - |
crisitem.author.parentorg | Faculty of Engineering and Technology | - |
crisitem.author.parentorg | Faculty of Engineering and Technology | - |
Appears in Collections: | Δημοσιεύσεις σε συνέδρια /Conference papers or poster or presentation |
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