Investigation of complex modulus of base and EVA modified bitumen with Adaptive-Network-Based Fuzzy Inference System

This study aims to model the complex modulus of base and ethylene-vinyl-acetate (EVA) modified bitumen by using Adaptive-Network-Based Fuzzy Inference System (ANFIS). The complex modulus of base and EVA polymer modified bitumen (PMB) samples were determined using dynamic shear rheometer (DSR). PMB samples have been produced by mixing a 50/70 penetration grade base bitumen with EVA copolymer at five different polymer contents. In ANFIS modeling, the bitumen temperature, frequency and EVA content are the parameters for the input layer and the complex modulus is the parameter for the output layer. The hybrid learning algorithm related to the ANFIS has been used in this study. The variants of the algorithm used in the study are two input membership functions and three input membership functions for each of the all inputs. The input membership functions are triangular, gbell, gauss2, and gauss. The results showed that EVA polymer modified bitumens display reduced temperature susceptibility than base bitumens. In the light of analysis the Adaptive-Network-Based Fuzzy Inference System and statistical methods can be used for modeling the complex modulus of bitumen under varying temperature and frequency. The analysis indicated that the training accuracy is improved by decreasing the number of input membership functions and the utilization of the two gauss input membership functions appeared to be most optimal topology. Besides, it is realized that the predicted complex modulus is closely related with the measured (actual) complex modulus.

[1]  Ali Topal,et al.  Morphology and image analysis of polymer modified bitumens , 2009 .

[2]  Ulf Isacsson,et al.  Chemical and Rheological Characteristics of Styrene-Butadiene-Styrene Polymer-Modified Bitumens , 1999 .

[3]  Engin Avci,et al.  Comparison of wavelet families for texture classification by using wavelet packet entropy adaptive network based fuzzy inference system , 2008, Appl. Soft Comput..

[4]  E R Brown,et al.  HOT MIX ASPHALT MATERIALS, MIXTURE DESIGN AND CONSTRUCTION. SECOND EDITION , 1996 .

[5]  G. Airey Rheological properties of styrene butadiene styrene polymer modified road bitumens , 2003 .

[6]  Shaopeng Wu,et al.  Preparation and properties of montmorillonite modified asphalts , 2007 .

[7]  Elhem Ghorbel,et al.  Effects of the manufacturing process on the performances of the bituminous binders modified with EVA , 2008 .

[8]  Richard R. Davison,et al.  The effect of long-term oxidation on the rheological properties of polymer modified asphalts☆ , 2003 .

[9]  Ali Akbar Yousefi,et al.  Polyethylene dispersions in bitumen: The effects of the polymer structural parameters , 2003 .

[10]  Gordon Airey,et al.  Rheological evaluation of ethylene vinyl acetate polymer modified bitumens , 2002 .

[11]  D Whiteoak,et al.  The Shell Bitumen Handbook, 5th Edition , 2003 .

[12]  Mehmet Saltan,et al.  Fuzzy logic modeling of deflection behavior against dynamic loading in flexible pavements , 2007 .

[13]  Devinder Kaur,et al.  Fuzzy expert system for asphalt pavement performance prediction , 2000, ITSC2000. 2000 IEEE Intelligent Transportation Systems. Proceedings (Cat. No.00TH8493).

[14]  Ercan Özgan,et al.  Fuzzy logic and statistical-based modelling of the Marshall Stability of asphalt concrete under varying temperatures and exposure times , 2009, Adv. Eng. Softw..

[15]  Mustafa Karaşahin,et al.  Investigation of fatigue behaviour of asphalt concrete pavements with fuzzy-logic approach , 2002 .

[16]  Engin Avci,et al.  Speech recognition using a wavelet packet adaptive network based fuzzy inference system , 2006, Expert Syst. Appl..