Crack Growth Resistance of Hybrid Fiber-Reinforced Cement Matrix Composites

The effect of hybrid fiber reinforcement on fracture energy and crack propagation in cement matrix composites is examined. The crack in cement matrix composites is allowed to fracture under mode-I loading with three-point bending beam specimens. The influence of fiber types and their combination is quantified by using the toughness index and fracture energy. A proper hybrid combination of steel fibers and polyvinyl alcohol microfibers enhances the resistance to both the nucleation and growth of the crack. The micromechanical model of hybrid composites by using a fiber bridging law is emphasized, and the numerical model prediction closely matches the behavior obtained from the experiment. The influencing role of the material parameters in the fracture tests (e.g., the fracture toughness index and fracture energy) becomes more apparent than ones used in some conventional strength-based or fiber pullout tests, and these fracture parameters could screen the effect of fiber/microfiber reinforcement in enhancing the crack growth resistance of cementitious composites. This study dem- onstrates that fundamental fracture tests are effective to characterize and develop high-performance hybrid fiber-reinforced cement matrix composites. DOI: 10.1061/(ASCE)AS.1943-5525.0000031. © 2011 American Society of Civil Engineers. CE Database subject headings: Cement; Concrete; Steel fibers; Cracking; Polymer; Reinforcement; Synthetic materials. Author keywords: Hybrid fibers; Fiber-reinforced cement matrix composite; Micromechanical modeling; Fiber bridging law; Mode-I fracture; Fracture test.

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