Micromechanical modeling of tensile strength of short random carbon fiber reinforced concrete

• Main Authors: Estores, Gilford B., Lejano, Bernardo A.
• Format: text
• Published: Animo Repository 2020
• Subjects: Fiber-reinforced concrete—Testing; Civil Engineering
• Online Access: https://animorepository.dlsu.edu.ph/faculty_research/3679; https://animorepository.dlsu.edu.ph/context/faculty_research/article/4681/viewcontent/2020.65.9153
• Institution: De La Salle University

The accurate prediction on the response of the composite material is difficult to achieve due to the complexity of its mechanical properties.However, such complexity can be understood well using the micromechanical analysis. One of the most important goals of micromechanical analysis is to predict the failure and strength of the composite material on the basis of the geometries and properties of the matrix and the fibers. This study aims to develop a simplified micromechanical model that predicts the direct tensile strength of a randomly oriented short Carbon Fiber Reinforced Concrete (CFRC) using the modified rule of mixtures based on the assumptions that CFRC will fail by fiber failure mode and with the perfect interfacial bond between the matrix and the fibers. PAN-based High Tensile short carbon fibers distributed randomly in 3D with low fiber volume fractions (Vf) of 0.10%, 0.15%, 0.20%, 0.25% and 0.30% were used in this study. Fiber lengths (Lf) of sizes 19mm, 30mm, and 38mm were used. The designed compressive strength considered for each fiber volume fraction and fiber length was 21MPa, 28MPa, and 35MPa. There were three samples of specimens considered for each case. Each case was tested for its cylindrical compressive strength and its direct tensile strength. Test results showed that the tensile strength of CFRC was optimum at Vf = 0.10% and Lf = 38mm. Finally, good agreement has been observed between the experimental tensile strength and predicted tensile strength using the micromechanical model. ©Int. J. of GEOMATE.