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Pregledni rad
https://doi.org/10.13167/2014.8.4

DEFORMATION IN MULTILAYER FIBERGLASS BEAMS AT DIFFERENT POSITIONS OF CONCENTRATED LOAD

Sanja Junušić ; Josip Juraj Strossmayer University of Osijek, Faculty of Civil Engineering, Osijek, Croatia
Tihomir Štefić ; Josip Juraj Strossmayer University of Osijek, Faculty of Civil Engineering, Osijek, Croatia
Aleksandar Jurić   ORCID icon orcid.org/0000-0002-3309-2090 ; Josip Juraj Strossmayer University of Osijek, Faculty of Civil Engineering, Osijek, Croatia

Puni tekst: engleski, pdf (665 KB) str. 27-36 preuzimanja: 292* citiraj
APA 6th Edition
Junušić, S., Štefić, T. i Jurić, A. (2014). DEFORMATION IN MULTILAYER FIBERGLASS BEAMS AT DIFFERENT POSITIONS OF CONCENTRATED LOAD. Electronic Journal of the Faculty of Civil Engineering Osijek-e-GFOS, 5 (8), 27-36. https://doi.org/10.13167/2014.8.4
MLA 8th Edition
Junušić, Sanja, et al. "DEFORMATION IN MULTILAYER FIBERGLASS BEAMS AT DIFFERENT POSITIONS OF CONCENTRATED LOAD." Electronic Journal of the Faculty of Civil Engineering Osijek-e-GFOS, vol. 5, br. 8, 2014, str. 27-36. https://doi.org/10.13167/2014.8.4. Citirano 28.10.2020.
Chicago 17th Edition
Junušić, Sanja, Tihomir Štefić i Aleksandar Jurić. "DEFORMATION IN MULTILAYER FIBERGLASS BEAMS AT DIFFERENT POSITIONS OF CONCENTRATED LOAD." Electronic Journal of the Faculty of Civil Engineering Osijek-e-GFOS 5, br. 8 (2014): 27-36. https://doi.org/10.13167/2014.8.4
Harvard
Junušić, S., Štefić, T., i Jurić, A. (2014). 'DEFORMATION IN MULTILAYER FIBERGLASS BEAMS AT DIFFERENT POSITIONS OF CONCENTRATED LOAD', Electronic Journal of the Faculty of Civil Engineering Osijek-e-GFOS, 5(8), str. 27-36. https://doi.org/10.13167/2014.8.4
Vancouver
Junušić S, Štefić T, Jurić A. DEFORMATION IN MULTILAYER FIBERGLASS BEAMS AT DIFFERENT POSITIONS OF CONCENTRATED LOAD. Electronic Journal of the Faculty of Civil Engineering Osijek-e-GFOS [Internet]. 2014 [pristupljeno 28.10.2020.];5(8):27-36. https://doi.org/10.13167/2014.8.4
IEEE
S. Junušić, T. Štefić i A. Jurić, "DEFORMATION IN MULTILAYER FIBERGLASS BEAMS AT DIFFERENT POSITIONS OF CONCENTRATED LOAD", Electronic Journal of the Faculty of Civil Engineering Osijek-e-GFOS, vol.5, br. 8, str. 27-36, 2014. [Online]. https://doi.org/10.13167/2014.8.4

Sažetak
We analyzed the load and deformation in hollow beams made from multilayered glass-fiber-reinforced polymer, specifically assessing deformation under concentrated load. We performed nonlinear numerical analysis on beam with rectangular cross-sections with set dimensions and material properties. Beams with three different spans were analyzed, loaded with two concentrated forces at varying distances between applied force and supports. As the force was increased, we assessed the deformation near the supports. These results are shown in dimensionless diagrams, where the ratio of the applied and initial force correlates to the ratio of deformation near the support to deformation near the mid-span.

Ključne riječi
glass-fiber-reinforced polymer; load; deformation; nonlinear numerical analysis; dimensionless diagram

Hrčak ID: 123696

URI
https://hrcak.srce.hr/123696

Posjeta: 448 *