Bending response of hybrid composite tubular beams

Ekşi, Seçil; Genel, Kenan

DSpace Home
→
Fakülteler / Faculties
→
Mühendislik Fakültesi
→
Makine Mühendisliği / Mechanical Engineering
→
Makale Koleksiyonu
→
View Item

dc.contributor.authors	Eksi, S; Genel, K;
dc.date.accessioned	2020-02-26T08:45:32Z
dc.date.available	2020-02-26T08:45:32Z
dc.date.issued	2013
dc.identifier.citation	Eksi, S; Genel, K; (2013). Bending response of hybrid composite tubular beams. THIN-WALLED STRUCTURES, 73, 336-329
dc.identifier.issn	0263-8231
dc.identifier.uri	https://doi.org/10.1016/j.tws.2013.09.001
dc.identifier.uri	https://hdl.handle.net/20.500.12619/49853
dc.description.abstract	The influence of inner and outer reinforcements on the bending performance of a thin walled aluminum tube was investigated. Polymeric materials (PA6, PP) and glass/carbon fiber reinforced epoxy were considered to form the composite beam for the inner and outer reinforcement, respectively. The experimental results indicated that the outer reinforcement with a [0(2)/90(3)] fiber orientation layout increased the collapse load by a factor of 4.5 and 5.3. In the hybrid composite beam (HCB), load carrying capacity (LCC) increased a maximum of 14 times. Load carrying capacity of HCB is 2.5 times higher than the steel tube that is used in automotive industry. (C) 2013 Elsevier Ltd. All rights reserved.
dc.language	English
dc.publisher	ELSEVIER SCI LTD
dc.subject	Engineering
dc.title	Bending response of hybrid composite tubular beams
dc.type	Article
dc.identifier.volume	73
dc.identifier.startpage	329
dc.identifier.endpage	336
dc.contributor.department	Sakarya Üniversitesi/Mühendislik Fakültesi/Makine Mühendisliği Bölümü
dc.contributor.saüauthor	Ekşi, Seçil
dc.contributor.saüauthor	Genel, Kenan
dc.relation.journal	THIN-WALLED STRUCTURES
dc.identifier.wos	WOS:000327000500030
dc.identifier.doi	10.1016/j.tws.2013.09.001
dc.identifier.eissn	1879-3223
dc.contributor.author	Ekşi, Seçil
dc.contributor.author	Genel, Kenan