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- W2277703937 abstract "The computational simulating of reinforced concrete beam reinforced by glassfibre reinforced polymer (GFRP) bars subjected to static loading dependent on themodelling of nonlinear constitutive laws of materials by using LUSAS 14.7 Modeller.Nonlinear behaviour of GFRP bar reinforced concrete beam includes shear crackingwhere static loading introduces further complexities, such as stiffness degradation inconcrete. In this paper, the reliability of presented constitutive models for concrete byusing Drucker-Prager Plasticity Model when subjected to static loading that considersstress distribution is investigated. In the analysis of reinforced concrete structures, anumber of diverse approaches have been used for material modelling. These include ofnonlinear elastic models where this simulation is related to constitutive models basedon elasticity approach. For these aims, finite element (FE) models will be developed ineight numbers of specimen beam models by having o f steel rebar and GFRP asreinforcing bars. The results that will be subtracted from FE analysis will be discussedand reviewed with the results of experimental tests investigated later in laboratory." @default.
- W2277703937 created "2016-06-24" @default.
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- W2277703937 date "2013-01-01" @default.
- W2277703937 modified "2023-09-27" @default.
- W2277703937 title "Finite element modelling on shear behaviour of concrete beam reinforced with glass fiber reinforced polymer bars system / Nurul Izziyante Mat Noor" @default.
- W2277703937 hasPublicationYear "2013" @default.
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