Technical Papers
Nov 23, 2016

Evaluation of Recovered Fracture Strength after Light-Healing of Graphite-Modified Asphalt Mixtures with Integrated Computational-Experimental Approach

Publication: Journal of Materials in Civil Engineering
Volume 29, Issue 5

Abstract

This paper presents an integrated computational-experimental approach for evaluating recovered fracture strength after light-healing of graphite-modified asphalt mixture beams. The cyclic fracture and light-healing tests were conducted to measure the recovered fracture strength of the asphalt mixture samples as reported in another paper. A two-dimensional (2D) multiphase bilinear cohesive zone model (CZM) was employed to predict the original and recovered fracture strength of the asphalt mixture samples. The digital image correlation (DIC) method was used to analyze the crack displacement variation of the samples during the fracture and light-healing processes. The relative strain ratio from DIC, originally measured fracture energy, and peak separation stress were combined to calibrate the recovered fracture energy of beams after light-healing processes. Two input parameters, calibrated fracture energy and peak separation stress, were used to simulate the sample fracture behavior and predict the recovered fracture strength. The relative difference of the fracture strength between the simulation and experiments was calculated to validate the 2D bilinear CZM simulation. The results indicated that the CZM with calibrated fracture energy and measured peak stress is capable of predicting the recovered fracture strength after fracture and light-healing cycles.

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Acknowledgments

The authors would like to acknowledge the Michigan Tech Transportation Institute Initiative Fund program and Michigan Tech Research Excellence Fund for financial support. The authors also thank Paul Fraley, Robert Fritz, and Henrique de Melo e Silva at Michigan Technological University for their help in experimental work.

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Go to Journal of Materials in Civil Engineering
Journal of Materials in Civil Engineering
Volume 29Issue 5May 2017

History

Received: Jan 22, 2016
Accepted: Aug 15, 2016
Published online: Nov 23, 2016
Discussion open until: Apr 23, 2017
Published in print: May 1, 2017

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Zigeng Wang, Ph.D. [email protected]
Assistant Professor, College of Architecture and Civil Engineering, Beijing Univ. of Technology, No. 100 Pingleyuan, Chaoyang District, Beijing 100124, P.R. China. E-mail: [email protected]
Qingli Dai, Ph.D., A.M.ASCE [email protected]
Associate Professor, Dept. of Civil and Environmental Engineering, Michigan Technological Univ., 1400 Townsend Dr., Houghton, MI 49931-1295 (corresponding author). E-mail: [email protected]
Ronghua Wang, Ph.D. [email protected]
Postdoctoral Fellow, College of Architecture and Civil Engineering, Beijing Univ. of Technology, No. 100 Pingleyuan, Chaoyang District, Beijing 100124, P.R. China. E-mail: [email protected]
Xu Yang, Ph.D. [email protected]
Postdoctoral Research Associate, Dept. of Civil and Environmental Engineering, Michigan Technological Univ., 1400 Townsend Dr., Houghton, MI 49931-1295. E-mail: [email protected]

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