prikaz prve stranice dokumenta Numerical model for local kneading of glass fiber-reinforced beam
  Download
PDF 477.22 KB
Scientific paper - Review paper
Numerical model for local kneading of glass fiber-reinforced beam
E-GFOS, 7 (2016), 12; 39-45. https://doi.org/10.13167/2016.12.5
Junušić, Sanja; Štefić, Tihomir; Jurić, Aleksandar

Cite this document

Junušić, S., Štefić, T. & Jurić, A. (2016). Numerical model for local kneading of glass fiber-reinforced beam. E-GFOS, 7. (12), 39-45. doi: 10.13167/2016.12.5

Junušić, Sanja, et al. "Numerical model for local kneading of glass fiber-reinforced beam." E-GFOS, vol. 7, no. 12, 2016, pp. 39-45. https://doi.org/10.13167/2016.12.5

Junušić, Sanja, Tihomir Štefić and Aleksandar Jurić. "Numerical model for local kneading of glass fiber-reinforced beam." E-GFOS 7, no. 12 (2016): 39-45. https://doi.org/10.13167/2016.12.5

Junušić, S., Štefić, T. and Jurić, A. (2016) 'Numerical model for local kneading of glass fiber-reinforced beam', E-GFOS, 7(12), pp. 39-45. doi: 10.13167/2016.12.5

Junušić S, Štefić T, Jurić A. Numerical model for local kneading of glass fiber-reinforced beam. E-GFOS [Internet]. 2016 July [cited 2024 December 20];7(12):39-45. doi: 10.13167/2016.12.5

S. Junušić, T. Štefić and A. Jurić, "Numerical model for local kneading of glass fiber-reinforced beam", E-GFOS, vol. 7, no. 12, pp. 39-45, July 2016. [Online]. Available at: https://urn.nsk.hr/urn:nbn:hr:133:804719. [Accessed: 20 December 2024]

Please login to the repository to save this object to your list.
Metadata
Title (english)Numerical model for local kneading of glass fiber-reinforced beam
Title (croatian)Numerički model lokalnog gnječenja nosača od stakloplastike
AuthorSanja Junušić
AuthorTihomir Štefić
AuthorAleksandar Jurić
Author's institutionJosip Juraj Strossmayer University of Osijek
Faculty of Civil Engineering and Architecture Osijek
Scientific / art field,
discipline and subdiscipline		TECHNICAL SCIENCES
Civil Engineering
Abstract (english)
This paper presents an analysis of the deformations in hollow cross-sectional beams made of multilayer glass fiber-reinforced polymer at force application positions. A non-linear numerical analysis is conducted on a beam with a rectangular cross-section and familiar dimensions and material characteristics. Three beams with different spans that are all loaded with two concentrated forces are analyzed, where the distance of the forces from the supports is varied. The kneading deformations at the vicinity, where the two concentrated forces are applied, are monitored with regard to force increase. The results are shown in dimensionless diagrams, wherein the ratio of the actual and initial forces is related to the ratio of deformations at the force application points and mid-span.
Abstract (croatian)
U radu se analiziraju deformacije kod šupljih nosača od višeslojnog polimera ojačanog staklenim vlaknima (stakloplastika) na mjestima djelovanja koncentriranih sila. Nelinearna numerička analiza je provedena na nosaču pravokutnog poprečnog presjeka s unaprijed odabranim dimenzijama i karakteristikama materijala. Analizirani su nosači s tri različita raspona, a svaki je opterećivan dvjema koncentriranim silama, gdje je varirana udaljenost sila od oslonaca. Za postepeno povećanje sile praćena je promjena vrijednosti deformacije gnječenja na mjestima opterećenja. Rezultati su prikazani bezdimenzionalnim dijagramima, odnosno, za omjer pripadne sile s početnom silom prati se omjer deformacije na mjestu opterećenja i u polovini raspona.
Keywords (english)
Keywords (croatian)
Languageenglish
Publication typeScientific paper - Review paper
Publication statusPublished
Peer reviewPeer review
Publication versionPublished version
Journal titleE-GFOS
Numberingvol. 7, no. 12, pp. 39-45
e-ISSN1847-8948
DOIhttps://doi.org/10.13167/2016.12.5
URN:NBNurn:nbn:hr:133:804719
Publication2016-07
Document URLhttp://hrcak.srce.hr/161151
Type of resourceText
Access conditionsOpen access
Terms of useLicence Attribution-NonCommercial-NoDerivs 3.0 Unported (CC BY-NC-ND 3.0) icon
Created on2018-01-16 07:39:56