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Volumn 38, Issue 4, 2007, Pages 543-560

A viscoplastic constitutive model with strain rate variables for asphalt mixtures-numerical simulation

Author keywords

Asphalt; Pavement; Strain rate; Stresses; Viscoplastic model; Viscosity; Young modulus

Indexed keywords

COMPUTER SIMULATION; ELASTIC MODULI; MATHEMATICAL MODELS; STRAIN RATE; STRESS ANALYSIS; VISCOPLASTICITY;

EID: 33846388176     PISSN: 09270256     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.commatsci.2006.03.013     Document Type: Article
Times cited : (65)

References (18)
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    • Effect of stress-dependent modulus and Poisson's ratio on structural responses in thin asphalt pavements
    • Park S.-W., et al. Effect of stress-dependent modulus and Poisson's ratio on structural responses in thin asphalt pavements. Journal of Transportation Engineering ASCE May-June (2004) 387-394
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    • Park, S.-W.1
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    • Linear rheological behaviour of bituminous paving materials
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    • Airey, G.D.1
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    • Microstructural viscoplastic continuum model for permanent deformation in asphalt pavements
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    • F. Pèrez Jiménez, M. Rodríguez, J. De Visscher, A. Vanelstraete, L. De Bock, Design and performance of hot mix asphalts with high percentages of reclaimed asphalt. Approach followed in the PARAMIX project, Eurasphalt & Eurobitume Congress, Vienna, 2004, pp. 447-459.
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    • F. Pérez Jiménez, R. Miró Recasens, A. Martínez, Characterisation and design of hot-recycled bituminous mixtures, International RILEM Conference on the Use of Recycled Materials in Building and Structures, Barcelona, 2004, pp. 23-30.


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.