Probabilistic Studies on the Shear Strength of Slender Steel Fiber Reinforced Concrete Structures

Oladimeji B Olalusi,Panagiotis Spyridis

doi:10.3390/app10196955

Abstract

Shear failure is a brittle and undesirable mode of failure in reinforced concrete structures. Many of the existing shear design equations for steel fiber reinforced concrete (SFRC) beams include significant uncertainty due to the failure in accurately predicting the true shear capacity. Given these, adequate quantification and description of model uncertainties considering the systematic variation in the model prediction and measured shear capacity is crucial for reliability-based investigation. Reliability analysis must account for model uncertainties in order to predict the probability of failure under prescribed limit states. This study focuses on the quantification and description of model uncertainty related to the current shear resistance predictive models for SFRC beams without shear reinforcement. The German (DAfStB) model displayed the lowest bias and dispersion, whereas the fib Model 2010 and the Bernat et al., model displayed the highest bias and dispersion. The inconsistencies observed in the resistance model uncertainties at the variation of shear span to effective depth ratio are a major cause for concern, and differentiation with respect to this parameter is advised. Finally, in line with the EN 1990 semi-probabilistic approach for reliability-based design, the global partial safety factors related to model uncertainties in the shear resistance prediction of SFRC beams are proposed.

Highlights

Over the years, the use of steel fiber reinforcements to improve the performance of reinforced concrete (RC) members in shear and tension has been extensively researched
The various investigations conducted in [7,8,9,10,11,12] reported that the inclusion of fiber reinforcements in reinforced concrete beams significantly improves the shear capacity
An experimental study conducted by Rosenbusch and Teutsch [13] revealed that fiber reinforcements could potentially substitute the minimum stirrups required in conventional reinforced concrete members to ensure a ductile failure

Summary

Introduction

The use of steel fiber reinforcements to improve the performance of reinforced concrete (RC) members in shear and tension has been extensively researched. Many studies have demonstrated that the inclusion of steel fiber reinforcements in concrete significantly enhances the tensile, flexural and shear capacity; improves the ductile and post-cracking behaviour and increases the energy absorption properties [1,2,3,4,5,6]. The various investigations conducted in [7,8,9,10,11,12] reported that the inclusion of fiber reinforcements in reinforced concrete beams significantly improves the shear capacity. The presence of steel fiber reinforcement in concrete enhances shear resistance by resisting and redistributing inclined tensile stresses along the diagonal cracks, improves post cracking resistance capacity and reduces the diagonal crack width and spacing.

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Methods

Conclusion