Flexural Modelling and Finite Element Analysis of FRC Beams Reinforced with PVA and Basalt Fibres and Their Validation

Abstract

A flexural capacity model for fibre-reinforced concrete (FRC) beams reinforced with PVA and basalt fibres is suggested for the rectangular beam sections. e proposed models are based on the concept of equivalent stress block parameters for both compressive and tensile stresses, similar to Eurocode and ACI code. e parameters are defined by allowing the conversion of the stress-strain models into equivalent rectangular stress blocks, similar to Eurocode 2. e flexural model is suggested to determine the loading capacity of 21 FRC beams containing up to 3% volume fraction of PVA and basalt fibres without reinforcing bars. In order to investigate the accuracy of the proposed flexure models, finite element analysis (FEA) of the same beams was carried out using the compressive and tensile stress-strain curves. Furthermore, 21 FRC beams subjected to three-point bending were tested.e results of the flexural models showed good agreement with the load-carrying capacity of the tested FRC beams, and the results of FEA of all beams showed a good correlation with the experimental results in terms of the maximum load, load versus midspan deflection patterns, and the maximum tensile strains.

Behavior of Macro-Synthetic Fiber-Reinforced High-Strength Concrete Beams Incorporating Bacillus subtilis Bacteria

“…The study selects some of the expressions as Carreira andChu model, 1985 (Carreira andChu, 1985) and Lu andZhao model, 2010 (Lu andZhao, 2010) to describe the stress-strain relationship of non-fibrous conventional and bacterial concrete with different concrete strength ranges. On the other hand, to calculate the actual uniaxial compressive stress-strain relationship of fibrous concrete, the expressions of Oliveira Júnior et al model, 2010(Júnior et al, 2010, Wen-Cheng et al model, 2015(Liao et al, 2015, and Ayub et al model, 2018(Ayub et al, 2018 are presented. (Liao et al, 2015).…”

“…Figure 5: Multilinear Isotropic Stress-Strain Material Properties of the Tested Concrete Beams Based on the Literature Experiments(Carreira and Chu, 1985)(Ayub et al, 2018)(Lu and Zhao, 2010)(Júnior et al, 2010) (Liao et al, 2015.…”