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Finite Element Analysis Of Reinforced Concrete Beam For Carbon Fiber-Reinforced Plastic

Posted on:2012-01-04Degree:MasterType:Thesis
Country:ChinaCandidate:Z G LiFull Text:PDF
GTID:2232330374455983Subject:Architecture and Civil Engineering
Abstract/Summary:PDF Full Text Request
As a new and high-technique construction reinforcement method for reinforced concrete structure, Carbon fiber-reinforced plastic(CFRP) has many advantages such as high research value and popularizing value, it can bring huge social and economy benefit.The existing reinforced concrete structures can be strengthened by adhering carbon fiber-reinforced plastic to the concrete surface to improve their mechanical performances. The advantages of CFRP such as lightweight, non-corrosive, high tensile strength and easy construction make it widely use in strengthening field. The maturation of finite element calculation theory provides a computing tool to the rein-forcement method. The finite element method (FEM) can simulate the non-linear full-range analysis—the behavior of beams from linear to nonlinear responses and up to failure, it can save lots of human resource and material.Firstly, in this paper the domestic and international current research situation and results of CFRP reinforcing the concrete structure are summarized at present, Carbon fiber sheet reinforced concrete structure of the theory and methodology of carbon fiber construction technology and methods. Then from the strain-stress relationship of RC materials, the failure criteria, failure surface and various failure model of concrete are respectively discussed. Secondly, all element types need in non-liner finite element analysis(NFEA) of RC beam structure and carbon cloth in ANSYS are studied. Simu-lation of R-C beam and reinforced concrete structure is conducted in the ANSYS, and the analysis and study of reinforced concrete beams strengthened with CFRP under the different gluing numbers are done. The load-displacement curves, the ultimate loading of RC beam and the deformation are presented and compared to the experimental re-sults. Deviation reasons are analyzed and suggestions are given. The numeric results are compared with experimental data, which shows the modeling method is available and the outcome is reliable. It can be concluded that CFRP reinforcing concrete can be widely used in strengthening field.
Keywords/Search Tags:CFRP, Reinforced concrete beam, Strengthening, Finite element analysis
PDF Full Text Request
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