DEFORMATION IN MULTILAYER FIBERGLASS BEAMS AT DIFFERENT POSITIONS OF CONCENTRATED LOAD

Authors

  • Sanja Junušić Josip Juraj Strossmayer University of Osijek, Faculty of Civil Engineering Osijek
  • Tihomir Štefić Josip Juraj Strossmayer University of Osijek, Faculty of Civil Engineering Osijek
  • Aleksandar Jurić Josip Juraj Strossmayer University of Osijek, Faculty of Civil Engineering Osijek

Keywords:

glass-fiber-reinforced polymer, load, deformation, nonlinear numerical analysis, dimensionless diagram

Abstract

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.

Downloads

Published

2014-07-04

How to Cite

Sanja Junušić, Tihomir Štefić, & Aleksandar Jurić. (2014). DEFORMATION IN MULTILAYER FIBERGLASS BEAMS AT DIFFERENT POSITIONS OF CONCENTRATED LOAD. Advances in Civil and Architectural Engineering, 5(8), 27–36. Retrieved from https://hrcak.srce.hr/ojs/index.php/acae/article/view/19879

Issue

Section

Articles