CONTINUOUS MODELING TECHNIQUE OF FIBER PULLOUT FROM A CEMENT MATRIX WITH DIFFERENT INTERFACE MECHANICAL PROPERTIES USING FINITE ELEMENT PROGRAM
Keywords:
MODELING OF FIBER PULLOUT, FIBER/MATRIX INTERFACE MODEL, FINITE ELEMENT METHOD, VARIABLE STIFFNESS SPRING ELEMENT,Abstract
FIBER/CEMENT INTERFACE PERFORMANCE HAS A GREAT INFLUENCE ON THE MECHANICAL PROPERTIES OF THE 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 DONE, PRACTICAL AND EFFECTIVE TECHNIQUE SUITABLE FOR MODELING WHOLE FIBER PULLOUT PROCESS IS STILL SCARCE. BY INTERACTING THE POPULAR FINITE ELEMENT PROGRAM ANSYS WITH THE MATLAB, WE PROPOSED SYSTEMATIC MODELING TACTICS AND REALIZED WHOLE MODELING OF FIBER PULLOUT FROM CEMENT MATRIX WITH DESIRED INTERFACE MECHANICAL PERFORMANCE. FOR DEBONDING PROCESS, WE USED INTERFACE ELEMENTS WITH COHESIVE SURFACE TRACTION AND EXPO-NENTIAL 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 DIS-PLACEMENT. FOR BOTH PROCESSES, THE RESULTS OBTAINED ARE VERY GOOD IN COMPARISON WITH OTHER NUMERICAL OR ANALYTICAL MODELS AND EXPERIMENTAL TESTS. USING THE MODELING TACTICS PRESENTED, WE CAN MODEL TOUGHENING ACHIEVED BY RANDOMLY DISTRIBUTED FIBERS.Downloads
Published
2016-05-18
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