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

被引:12
作者
Friedrich, Leandro Ferreira [1 ]
Wang, Chong [1 ]
机构
[1] Fed Univ Pampa, Grad Program Engn, Appl Mech Grp, Alegrete, RS, Brazil
关键词
Modeling of fiber; pullout; fiber-matrix interface model; finite element method; variable stiffness spring element; COMPOSITES; BEHAVIOR; SLIP; SIMULATIONS; FRICTION; PUSHOUT; FAILURE;
D O I
10.1590/1679-78252575
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
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.
引用
收藏
页码:1937 / 1953
页数:17
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