51. TENSILE BEHAVIOR AND STRENGTH OF STEEL PLATE BONDED WITH UV-CURABLE GLASS FIBER REINFORCED POLYESTER RESIN SHEET ON BOTH SIDES
- Author
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Hiroshi Higashiyama, Osamu Takahashi, Toshiyuki Ishikawa, Nobuhiro Mitsukawa, and Takeshi Nagao
- Subjects
Polyester resin ,chemistry.chemical_classification ,Environmental Engineering ,Materials science ,Yield (engineering) ,Glass fiber ,Soil Science ,Building and Construction ,Polymer ,Fibre-reinforced plastic ,Geotechnical Engineering and Engineering Geology ,Finite element method ,Corrosion ,chemistry ,Ultimate tensile strength ,Composite material - Abstract
Steel structures in social infrastructures often undergo corrosion and the thickness of these steel plates decreases. Then, the strength of steel structures decreases according to the residual plate thickness. Applications of a steel plate attaching method and a fiber reinforced polymer/plastic (FRP) bonding method are effective for repair and strengthening for these steel structures. In this study, UV-curable glass fiber reinforced polyester resin (UV-GFRPR) sheet was focused instead of FRPs. The aims of this study are to confirm repair and strengthening effects of the UV-GFRPR sheet bonded on both sides of steel plate. The UVGFRPR sheet consists of a polyester resin and chopped glass fibers and is hardened by radiation of UV source for a certain time. The tensile behavior and strength of steel plate bonded with UV-GFRPR sheets were assessed under axial tensile load. After that, the tensile behavior and strength of specimens were numerically estimated from each stress-strain curve of UV-GFRPR and steel modeled by using Menegotto-Pinto model. Furthermore, nonlinear finite element analysis (FEA) taking into account of the properties of bond layers was carried out to compare the numerical results. From the test results, the yield and ultimate strengths of specimens increased linearly according to the number of laminated layers of UV-GFRPR. Both results of the numerical calculation and the FEA agreed well with the test results. It is concluded that the numerical calculation without the contribution of bond layers can estimate the tensile behavior and strength of steel plate bonded with UVGFRPR on both sides
- Published
- 2021
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