Extended Finite Element Modeling of Crack Propagation in Asphalt Concrete Pavements Due to Thermal Fatigue Load-Reference-Cited by-同舟云学术

Extended Finite Element Modeling of Crack Propagation in Asphalt Concrete Pavements Due to Thermal Fatigue Load

Published:2017-08-24 Issue: Volume: Page:
ISSN:
Container-title:Airfield and Highway Pavements 2017
language:
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Author:

Hossain M. I.¹²³³⁴,Adelkarim A.¹²³³⁴,Azam M. H.¹²³³⁴,Mehta R.¹²³³⁴,Islam M. R.¹²³³⁴,Tarefder R. A.¹²³³⁴

Affiliation:

1. Assistant Professor, Civil Engineering and Construction Dept., Bradley Univ., 1501 W Bradley Ave., Peoria, IL 61625.

2. Graduate Research Assistant, Mechanical Engineering Dept., Bradley Univ., 1501 W Bradley Ave., Peoria, IL 61625.

3. Former Graduate Student, Mechanical Engineering Dept., Bradley Univ., 1501 W Bradley Ave., Peoria, IL 61625.

4. Assistant Professor, Civil Engineering Technology, Colorado State Univ.-Pueblo, 2200 Bonforte Blvd., Pueblo, CO 81001.

Publisher

American Society of Civil Engineers

Link

http://ascelibrary.org/doi/pdf/10.1061/9780784480922.009

Reference15 articles.

1. Consideration of Strain at Failure and Strength of Pavement Thermal Cracking;Bahia H. U.;Association of Asphalt Paving Technologists Proceedings, Association of Asphalt Paving Technologists,2000

2. Predicting Thermal Cracking of Pavements From Binder Properties: Theoretical Basis and Field Validation;Bouldin M. G.;Association of Asphalt Paving Technologists Proceedings, Association of Asphalt Paving Technologists,2000

3. Viscoelastoplastic Continuum Damage Model Application to Thermal Cracking of Asphalt Concrete

4. Reliability-Based Model for Predicting Pavement Thermal Cracking

5. Hiltunen D. R. and Roque R. (1994). "A Mechanics-Based Prediction Model for Thermal Cracking of Asphaltic Concrete Pavements." Association of Asphalt Paving Technologists Proceedings Association of Asphalt Paving Technologists St. Louis Missouri USA.

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