INVESTIGATION OF FATIGUE DAMAGE IN GENERAL, PRESTRESS, AND CONCRETE BEAM REINFORCED WITH FRP SHEETS AND CONCRETE BEAM INFLUENCED BY MIX BEAM UNDER PERIODIC LOAD IN LINEAR AND NONLINEAR PHASE
Journal Title: JOURNAL OF APPLIED ENGINEERING SCIENCES - Year 2019, Vol 9, Issue 1
Abstract
Reinforcement of concrete components using FRP is one of the new strengthening methods that replaces old methods such as steel or concrete reinforcement. In spite of the extensive research on numerical analysis (limited components) of the behavior of components of reinforced concrete, few studies have been done on components of prestress concrete and its components limited modelling. In this study, using the Abaqus software, the behavior of four samples of concrete beams under periodic load, including original, prestress, reinforced with FRP sheets and influenced by both prestress and reinforced with FRP sheets (mix beam) was modelled. Prestress in structural fatigue showed that in both loading and unloading conditions, the prestress beam is more strength than the original beam.
Authors and Affiliations
O. JEDKAREH, A. GHOLI ZAD
Keywords
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- EP ID EP573165
- DOI 10.2478/jaes-2019-0010
- Views 58
- Downloads 0
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INVESTIGATION OF FATIGUE DAMAGE IN GENERAL, PRESTRESS, AND CONCRETE BEAM REINFORCED WITH FRP SHEETS AND CONCRETE BEAM INFLUENCED BY MIX BEAM UNDER PERIODIC LOAD IN LINEAR AND NONLINEAR PHASE
Reinforcement of concrete components using FRP is one of the new strengthening methods that replaces old methods such as steel or concrete reinforcement. In spite of the extensive research on numerical analysis (limited...