Continuous Modeling Technique of Fiber Pullout from a Cement Matrix with Different Interface Mechanical Properties Using Finite Element Program

• Published in: Latin American journal of solids and structures Vol. 13; no. 10; pp. 1937 - 1953
• Main Authors: Friedrich, Leandro Ferreira, Wang, Chong
• Format: Journal Article
• Language: English
• Published: Associação Brasileira de Ciências Mecânicas 01.10.2016; Marcílio Alves
• Subjects: ENGINEERING, CIVIL; ENGINEERING, MECHANICAL; fiber-matrix interface model; finite element method; MECHANICS; Modeling of fiber; pullout; variable stiffness spring element; finite element method; fiber-matrix interface model; pullout; Modeling of fiber; variable stiffness spring element
• ISSN: 1679-7825; 1679-7825
• DOI: 10.1590/1679-78252575

Abstract Fiber-matrix interface performance has a great influence on the mechanical properties of fiber reinforced composite. This influence is mainly presented during fiber pullout from the matrix. As fiber pullout process consists of fiber debonding stage and pullout stage which involve complex contact problem, numerical modeling is a best way to investigate the interface influence. Although many numerical research works have been conducted, practical and effective technique suitable for continuous modeling of fiber pullout process is still scarce. The reason is in that numerical divergence frequently happens, leading to the modeling interruption. By interacting the popular finite element program ANSYS with the MATLAB, we proposed continuous modeling technique and realized modeling of fiber pullout from cement matrix with desired interface mechanical performance. For debonding process, we used interface elements with cohesive surface traction and exponential failure behavior. For pullout process, we switched interface elements to spring elements with variable stiffness, which is related to the interface shear stress as a function of the interface slip displacement. For both processes, the results obtained are very good in comparison with other numerical or analytical models and experimental tests. We suggest using the present technique to model toughening achieved by randomly distributed fibers.