Nonlinear FE Prediction of Shear Strength of RC T-Beams with Flange in Compression Zone

Abstract

This research predicts the shear strength of reinforced concrete T-beams with flanges under compression stresses using nonlinear finite element (FE) analysis. A FE model is developed and verified against specially designed experiments (beams with varying flange width and depth). Results of the FE models were found to be in excellent agreement with their corresponding experimental results. The average load capacity and deflections (FE/experiments) ratios were 1.03 and 0.87, respectively. We then conducted an extensive parametric study to investigate the structural performance of flanged beams under the effect of two concentrated point loads. This parametric study examined four parameters: flange dimensions, longitudinal reinforcement in flange, concrete compressive strength, and shear span to depth ratio. Our findings indicated that the presence of compressed flanges in T-beams increases the shear strength by up to 260% of the shear strength of the web alone. The shear strength of flanged beams increases with the increase in flange dimensions, where the effect of flange thickness is more pronounced than that of flange width. Moreover, the presence of longitudinal reinforcement in the flange enhanced the beam's shear strength by up to 40%, compared to similar beams without flange reinforcement. Additionally, the shear strength increased up to three-fold for various beam conditions when the shear span to depth ratio was reduced from 2.0 to 0.5. These findings provide valuable insights for designing and constructing reinforced concrete T-beams with flanges under compression stresses.

Nonlinear analysis for proposing limit state criteria of reinforced concrete road bridge superstructures

“…In addition, the nonlinear analysis of road-bridge structures has been studied by many researchers. In [6], the authors applied nonlinear models for T-beam to calculate the shear strength outcomes and in [7] the research determined the force-displacement relations for a reinforced concrete beam-column type element, the determination of this relationship needs to be computed internally at each step of the numerical integration process. In [7], the localized plasticity approach is used in which the nonlinear material properties are considered at the endpoints of the elements.…”