Flexural Performance of RC Beams Strengthened with Pre-Stressed Iron-Based Shape Memory Alloy (Fe-SMA) Bars: Numerical Study

Abstract

The iron-based shape memory alloy (Fe-SMA) has promising applications in strengthening and repairing aged steel-reinforced concrete structural elements. Fe-SMA bars can produce pre-stressing forces on reinforced concrete members by activating their shape memory phenomenon upon heating. This study aims to numerically evaluate the impact of pre-stressed Fe-SMA bars on the structural behavior of reinforced concrete (RC) beams at the serviceability and ultimate stages. Nonlinear finite element (FE) models were developed to predict the response of RC beams externally strengthened with Fe-SMAs. The model shows to correlate well with published experimental results. A parametric investigation was also carried out to examine the effect of various concrete grades, pre-stressing levels, and Fe-SMA bars’ diameter on load-deflection behavior. In light of the innovative nature of the Fe-SMA strengthening technique, a comparison investigation was established between RC beams strengthened with Fe-SMA bars against different pre-stressing systems, such as carbon fiber reinforced polymer (CFRP) bars, glass fiber reinforced polymer (GFRP) bars, and steel strands. The numerical findings showed a significant increase in the beams’ load-carrying capacity with larger Fe-SMA bars’ diameter. Specifically, using 12 mm Fe-SMA bars instead of 6 mm increased the beam’s strength by 73%. However, a 14% reduction in ductility was recorded for that case. Moreover, the pre-stressing level of Fe-SMA bars and concrete grade showed a negligible effect on the ultimate strength of the examined beams. Moreover, increasing the pre-stressing level and concrete strength significantly enhanced the load-deflection response in the serviceability stage. Furthermore, using 2T22 mm of Fe-SMA bars resulted in a better structural performance of RC beams compared to other techniques with 2T12 mm, with a comparable cost. Thus, it can be concluded that using Fe-SMA bars embedded in a shotcrete layer attached to the beam’s soffit is a viable and promising strengthening strategy. Nevertheless, further experimental investigations are recommended to further ascertain the reported findings of this numerical investigation.

Enhancing the Shear Capacity of RC Beams with Web Openings in Shear Zones Using Pre-Stressed Fe-SMA Bars: Numerical Study

“…In general, the stress-strain relationship of concrete in ABAQUS can be defined using material properties such as the modulus of elasticity, Poisson's ratio, yield strength, and ultimate strength. Moreover, it needs parameters specific to the chosen model, such as the concrete damage plasticity parameters defined in Table These parameters are defined in the material library, which can be accessed through the ABAQUS/CAE interface or input files [49,56]. Only a few of these values were selected in the cur rent study based on recommendations from several studies, while the remaining values are based on a sensitivity analysis conducted by the authors [49].…”

“…Moreover, it needs parameters specific to the chosen model, such as the concrete damage plasticity parameters defined in Table These parameters are defined in the material library, which can be accessed through the ABAQUS/CAE interface or input files [49,56]. Only a few of these values were selected in the cur rent study based on recommendations from several studies, while the remaining values are based on a sensitivity analysis conducted by the authors [49]. According to the literature, several studie proposed different concrete stress-strain relationships [57,58].…”

“…This study adopts the stress-strain relationship defined by Hsu and Hsu [58], as demonstrated in Table 2. Hsu and Hsu stress-strain relationship was chosen due to its simplicity, compatibility with experimental data, and ability to accurately represent the mechanical behavior of the concrete, making it widely used in engineering applications [49]. where ϕ is the dilation angle, e is the eccentricity, f b0 /f c0 is the ratio of the initial equibiaxial to uniaxial concrete compressive strength, K is the shape parameter, and µ is the viscosity parameter.…”

“…The numerical results are displayed in terms of crack patterns, load-deflection responses, ultimate loads, and corresponding deflections. The authors have reported the validation results in their previous study [49].…”

Elastic Buckling Behavior of Functionally Graded Material Thin Skew Plates with Circular Openings

“…Moreover, the buckling load increases with the increase in the boundary constraints and the taper ratio. Recent research initiatives have increasingly utilized finite element analysis software as a strategic tool to mitigate experimental challenges, reduce time, and lower costs [12][13][14]. Sitli et al [15] proposed a finite element model to investigate the buckling and post-buckling analysis of an FGM plate.…”