Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Fiber-reinforced polymer plates for strengthening web opening in steel I-beams under cyclic loading
https://orcid.org/0000-0001-9647-2456
https://orcid.org/0000-0002-9026-897X
This article is interested in finding the most appropriate strengthening scheme for web opening in steel I-beam under cyclic loading. Different opening shapes and locations were strengthened using two different fiber-reinforced polymer plates: carbon fiber–reinforced polymer and basalt fiber–reinforced polymer. A three-dimensional nonlinear finite element model was adopted using ANSYS program. The results showed that the high strength of carbon fiber–reinforced polymer plates helped the steel beam to recover its original strength; however, noticeable reduction was observed in beam ductility and in the number of inelastic excursions that took place before failure. Moreover, remarkable difference in stress concentration existed at the position of the carbon fiber–reinforced polymer plate edges. Under cyclic loading, fiber-reinforced polymer composites with low modulus of elasticity such as basalt fiber–reinforced polymer managed to eliminate these deficiencies using longer strengthening length. The most appropriate strengthening length and scheme for each opening case were outlined.
Fiber-reinforced polymer plates for strengthening web opening in steel I-beams under cyclic loading
https://orcid.org/0000-0001-9647-2456
https://orcid.org/0000-0002-9026-897X
This article is interested in finding the most appropriate strengthening scheme for web opening in steel I-beam under cyclic loading. Different opening shapes and locations were strengthened using two different fiber-reinforced polymer plates: carbon fiber–reinforced polymer and basalt fiber–reinforced polymer. A three-dimensional nonlinear finite element model was adopted using ANSYS program. The results showed that the high strength of carbon fiber–reinforced polymer plates helped the steel beam to recover its original strength; however, noticeable reduction was observed in beam ductility and in the number of inelastic excursions that took place before failure. Moreover, remarkable difference in stress concentration existed at the position of the carbon fiber–reinforced polymer plate edges. Under cyclic loading, fiber-reinforced polymer composites with low modulus of elasticity such as basalt fiber–reinforced polymer managed to eliminate these deficiencies using longer strengthening length. The most appropriate strengthening length and scheme for each opening case were outlined.
Fiber-reinforced polymer plates for strengthening web opening in steel I-beams under cyclic loading
https://orcid.org/0000-0001-9647-2456
https://orcid.org/0000-0002-9026-897X
This article is interested in finding the most appropriate strengthening scheme for web opening in steel I-beam under cyclic loading. Different opening shapes and locations were strengthened using two different fiber-reinforced polymer plates: carbon fiber–reinforced polymer and basalt fiber–reinforced polymer. A three-dimensional nonlinear finite element model was adopted using ANSYS program. The results showed that the high strength of carbon fiber–reinforced polymer plates helped the steel beam to recover its original strength; however, noticeable reduction was observed in beam ductility and in the number of inelastic excursions that took place before failure. Moreover, remarkable difference in stress concentration existed at the position of the carbon fiber–reinforced polymer plate edges. Under cyclic loading, fiber-reinforced polymer composites with low modulus of elasticity such as basalt fiber–reinforced polymer managed to eliminate these deficiencies using longer strengthening length. The most appropriate strengthening length and scheme for each opening case were outlined.
Fiber-reinforced polymer plates for strengthening web opening in steel I-beams under cyclic loading
Mustafa, Suzan AA (Autor:in) / Fathy, Ebtsam (Autor:in) / Rizk, Mostafa S (Autor:in)
Advances in Structural Engineering ; 23 ; 348-359
01.01.2020
12 pages
Aufsatz (Zeitschrift)
Elektronische Ressource
Englisch
Concrete Beams Exposed to Live Loading during Carbon Fiber Reinforced Polymer Strengthening
| British Library Online Contents | 2005
Concrete Beams Exposed to Live Loading during Carbon Fiber Reinforced Polymer Strengthening
| Online Contents | 2005