Microscale Cohesive-Friction-Based Finite Element Model for the Crack Opening Mechanism of Hooked-End Steel Fiber-Reinforced Concrete.

Yassir M Abbas

doi:10.3390/ma14030669

Abstract

The entire mechanical properties of steel fiber-reinforced concrete (SFRC) are significantly dependent on the fiber–matrix interactions. In the current study, a finite element (FE) model was developed to simulate the pullout response of hooked-end SFRC employing cohesive–frictional interactions. Plain stress elements were adapted in the model to exemplify the fiber process constituents, taking into consideration the material nonlinearity of the hooked-end fiber. Additionally, a surface-to-surface contact model was used to simulate the fiber’s behavior in the pullout mechanism. The model was calibrated against experimental observations, and a modification factor model was proposed to account for the 3D phenomenalistic behavior of the pullout behavior. Realistic predictions were obtained by using this factor to predict the entire pullout-slip curves and independent results for the peak pullout load. The numerical results indicated that the increased fiber diameter would alter the mode of crack opening from fiber–matrix damage to that combined with matrix spalling, which can neutralize the sensitivity of the entire pullout response of hooked-end steel fiber to embedment depth. Additionally, the fiber–matrix bond was enhanced by increasing the fiber’s surface area, sensibly leading to a higher pullout peak load and toughness. The developed FE model was also proficient in predicting microstructural stress distribution and deformations during the crack opening of SFRC. This model could be extended to fully model a loaded SFRC composite material by the inclusion of various randomly oriented dosages of fibers in the concrete block.

Highlights

The steel fiber-reinforced concrete (SFRC) behavior under tension relies on the properties of the fiber, cementitious matrix, and fiber
As exof 21 pected, the pullout ultimate load and toughness of the M-fibers were generally 12 higher than those of the S-fibers, which could be attributed to the increased fiber–matrix bond resulting from the increased fibrous surface area
This result is in agreement with shorter embedment depth and higher diameter. This result is in agreement with that with that reported by Deng et al [22] for the pullout response of a hooked-end steel fiber reported by Deng et al [22] for the pullout response of a hooked-end steel fiber embedded embedded in hybrid fiber-reinforced cementitious composite (FRCC)

Summary

Introduction

Steel fiber-reinforced concrete (SFRC) is a material created by incorporating arbitrarily distributed discontinuous steel fiber into a concrete matrix. This composite material is more ductile and has lower production cost (as it can be produced with less labor power) than conventional reinforced concrete. The steel fibers favorably enhance the cracked concrete response by controlling the crack propagation through the fiber’s toughening actions [1,2,3]; under biaxial loading, this advantage of fiber crack bridging unexpectedly vanishes [4]. Fiber toughness can be evaluated by using the pullout load versus crack opening response. The SFRC behavior under tension relies on the properties of the fiber (content, orientation, geometry, and material), cementitious matrix, and fiber–

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Results

Discussion

Conclusion