Finite element cohesive fracture modeling of airport pavements at low temperatures

Cold Regions Science and Technology

Volumn 57, Issue 2-3, 2009, Pages 123-130

  Kim, Hyunwook ^a   Buttlar, William G ^a  

^a University of Illinois at Urbana Champaign   (United States)

Author keywords

Asphalt pavements; Cohesive zone model; Finite element method; Fracture; Viscoelastic

Indexed keywords

AIRCRAFT DEPARTURES; AIRPORT PAVEMENTS; ASPHALT CONCRETES; CLIMATE PREDICTION MODELS; COHESIVE FRACTURES; COHESIVE ZONE MODEL; CRACK BEHAVIORS; CREEP COMPLIANCES; CRITICAL TEMPERATURES; DISKSHAPED COMPACT TENSION (DC); EXPERIMENTAL TESTS; FINITE ELEMENTS; FINITE-ELEMENT METHODS; FRACTURE BEHAVIORS; FRACTURE MODELS; FRACTURE PROPERTIES; INDIRECT TENSILE STRENGTHS; LOADING CONDITIONS; LOW TEMPERATURES; LOW-TEMPERATURE CRACKINGS; NONLINEAR TEMPERATURES; NUMERICAL MODELS; PAVEMENT STRUCTURES; THERMAL CRACKS; THERMAL CYCLIC LOADS; VISCOELASTIC; WEATHER DATUM;

AIRCRAFT MODELS; AIRPORT RUNWAYS; ASPHALT; ASPHALT PAVEMENTS; CLIMATOLOGY; CRACKS; FRACTURE; MODEL STRUCTURES; ROADS AND STREETS; TESTING; ULTRASONIC TRANSDUCERS;

FINITE ELEMENT METHOD;

AIRCRAFT; ASPHALT; CYCLIC LOADING; FINITE ELEMENT METHOD; FRACTURE; NUMERICAL MODEL; PAVEMENT; TEMPERATURE GRADIENT; VISCOELASTICITY;

EID: 67349245534     PISSN: 0165232X     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.coldregions.2009.02.004     Document Type: Article

References (20)

1. AASHTO T322-03. Standard test method for determining the creep compliance and strength of hot mix asphalt (HMA) using the indirect tensile test device. Standard Specifications for Transportation Materials and Methods of Sampling and Testing. 24th Edition (2004) USA
2. Buttlar W.G., and Bozkurt D. Three-dimensional finite element modeling to evaluate benefits of interlayer stress absorbing composite for reflective crack mitigation. Federal Aviation Administration Technology Transfer Conference, Atlantic City, USA (2002)
3. Buttlar W.G., and Roque R. Evaluation of empirical and theoretical models to determine asphalt mixture stiffnesses at low temperatures. Journal of the Association of Asphalt Paving Technologists 65 (1996) 99-141
4. Dwivedi S.K., and Espinosa H.D. A modeling dynamic crack propagation in fiber reinforced composites including frictional effects. Mechanics of Materials 35 (2003) 481-509
5. Espinosa H.D., and Zavattieri P.D. A grain level model for the study of failure initiation and evolution in polycrystalline brittle materials. Part I: theory and numerical implementation. Mechanics of Materials 35 (2003) 333-364
6. Federal Aviation Administration (FAA). Advisory Circular: Airport Pavement Design for the Boeing 777 Airplane, AC No.150/5320-16 (1995), Department of Transportation, Washington, D.C., USA
7. Hibbitt, Karlsson and Sorensen (HKS), Inc. ABAQUS™ Users Manual (2007) Pawtucket, Rhode Island, USA
8. Hiltunen D.R., and Roque R. The use of time-temperature superposition to fundamentally characterize asphaltic concrete mixtures at low temperatures. Engineering Properties of Asphalt Mixtures and the Relationship to Performance: ASTM STP 1265 (1994), American Society for Testing and Materials, Philadelphia, USA
9. Huang Y.H. Pavement Analysis and Design. Second edition (2004), Prentice Hall, Inc., Englewood. Cliffs, New Jersey, USA
10. Kim J., and Buttlar W.G. Analysis of reflective crack control system involving reinforcing grid over base-isolating interlayer mixture. Journal of Transportation Engineering, American Society of Civil Engineering 128 4 (2002) 375-385
11. Kim H., Wagoner M.P., and Buttlar W.G. Simulation of fracture behavior in asphalt concrete using a heterogeneous cohesive zone discrete element model. ASCE Journal of Materials in Civil Engineering 20 8 (2008) 552-563
12. Lytton R.L. Use of geotextiles for reinforcement and strain relief in asphalt concrete. Journal of Geotextiles and Geomembranes 8 (1989)
13. Mukhtar M.T., and Dempsey B.J. Interlayer Stress Absorbing Composite (ISAC) for Mitigating Reflective Cracking in Asphalt Concrete Overlays. Transportation Engineering Series No. 94 (1996), University of Illinois at Urbana-Champaign, Urbana, IL, USA
14. NCHRP 1-37A. Development of the 2002 Guide for the Design of New and Rehabilitated Pavement Structures: Phase II (2004), National Cooperative Highway Research Program (NCHRP), American Association of State Highway and Transportation Officials (AASHTO), USA
15. Rahulkumar P., Jagota A., Bennison S.J., and Saigal S. Cohesive element modeling of viscoelastic fracture: application to peel testing of polymers. International Journal of Solids and Structures 37 (2000) 1873-1897
16. Rigo J.M. General introduction, main conclusion of the 1989 conference on reflection cracking in pavements, and future prospects. Proceedings of the 2nd RILEM Conference on Reflective Cracking in Pavement, Liege, Belgium (1993)
17. Song, S.H., 2006. Fracture of asphalt concrete: a cohesive zone modeling approach considering viscoelastic effects. Ph.D. Dissertation, University of Illinois at Urbana-Champaign, USA.
18. Wagoner M.P., Buttlar W.G., and Paulino G.H. Disk-shaped compact tension test for asphalt concrete fracture. Experimental Mechanics 45 3 (2005) 270-277
19. Williams M.L., Landel R.F., and Ferry J.D. Temperature dependence of relaxation mechanisms in amorphous polymers and other glass forming liquids. Journal of American Chemical Society 77 (1955) 3701-3707
20. Xu X.P., and Needleman A. Numerical simulations of fast crack growth in brittle solids. Journal of the Mechanics and Physics of Solids 42 9 (1994) 1397-1434