Please use this identifier to cite or link to this item:
https://hdl.handle.net/11499/30338
Title: | Experimental investigation of buckling loads of glass/epoxy composites modified with nanoparticles | Authors: | Dindar, Berkant Bektaş, Numan Behlül |
Keywords: | Buckling Glass Load limits Nanocomposites Nanoparticles Nanotubes Buckling loads Composite plates Critical buckling loads Experimental investigations Glass/epoxy composite Load carrying capability Nanoclay particles Weight fractions Multiwalled carbon nanotubes (MWCN) |
Publisher: | Polish Academy of Sciences | Abstract: | In this study, the effects of the carbon nanotubes and nanoclay particles on strength and load carrying capabilities of modified E-glass/epoxy composite plates are determined experimentally. The composite plates are modified with 0% (neat), 0.5% particle weight fractions based on the weight of composites, such as multi-walled carbon nanotubes and nanoclay. Aside from the effects of the nanoparticles, also the effects of fiber orientations such as (0?, 30?, 45?, 90?) on strength and load carrying capabilities of composite plates are determined experimentally. The addition of 0.5 wt% multi wall carbon nanotubes and nanoclay particles to composites increases the critical buckling load by almost 30% and 12%, respectively. © 2019 Polish Academy of Sciences. All rights reserved. | URI: | https://hdl.handle.net/11499/30338 https://doi.org/10.12693/APhysPolA.135.749 |
ISSN: | 0587-4246 |
Appears in Collections: | Mühendislik Fakültesi Koleksiyonu Scopus İndeksli Yayınlar Koleksiyonu / Scopus Indexed Publications Collection WoS İndeksli Yayınlar Koleksiyonu / WoS Indexed Publications Collection |
Files in This Item:
File | Size | Format | |
---|---|---|---|
app135z4p51.pdf | 633.29 kB | Adobe PDF | View/Open |
CORE Recommender
SCOPUSTM
Citations
2
checked on Nov 16, 2024
WEB OF SCIENCETM
Citations
2
checked on Nov 16, 2024
Page view(s)
72
checked on Aug 24, 2024
Download(s)
28
checked on Aug 24, 2024
Google ScholarTM
Check
Altmetric
Items in GCRIS Repository are protected by copyright, with all rights reserved, unless otherwise indicated.