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The importance of fiber geometry and matrix strength on the toughness characteristics of SFRC has been clearly established by earlier researchers (Soroushian et al. 1992).
To express the effect of matrix strength on the determined properties, concrete mixtures with different matrix strengths were designed by keeping the total aggregate volume constant.
The effects of temperature, fiber content, fiber distribution, and matrix strength on the strength of fiber-reinforced ceramic matrix composites are included in the models.
This study investigated the effects of fiber type and matrix strength on the fiber pullout behavior of high-performance fiber-reinforced cementitious composites (HPFRCC).
Experimental measurements have been combined with finite element calculations to develop a damage law, incorporating the effects of the matrix strength on the particle stress.
Ravi Kumar and Dwarakadasa (2000), while investigating the effect of matrix strength on the tensile properties of SiC-reinforced Al-Zn-Mg alloy matrix composites, observed that the yield strength increased in the solution-annealed condition (485°C/90 min), but decreased in both peak-aged (135°C/16 h) and over-aged (170°C/36 h) conditions with the increase in volume percent of reinforcement.
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This research discusses the effects of both steel fibre and matrix strengths on fracture energy of high-strength concrete.
Test results indicated that fiber type, embedded length of fiber, curing conditions, fiber end condition, and matrix strength has a considerable effect on fiber matrix bond.
The in situ nano-fibrillar networks in the PPC/PBS matrix demonstrated that significant reinforcement effects on the matrix strength, dynamic mechanical and rheological properties at low PTFE contents.
Dynamic increase factors (DIFs) for the tensile parameters of the SH-FRCCs, as the strain rate increased, were clearly dependent on the matrix strength although they generally increased: a lower strength matrix produced higher DIFs for both the strain capacity and peak toughness, whereas a higher strength matrix generated higher DIFs for the post-cracking tensile strength.
These criteria assume bimrocks to be homogeneous and isotropic masses with strength parameters that depend on their block contents and matrix strength.
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