Bitumen-stone adhesive zone damage model for the meso-mechanical mixture design of ravelling resistant porous asphalt concrete

International Journal of Fatigue

Volumn 33, Issue 11, 2011, Pages 1490-1503

  Mo, L T ^a   Huurman, M ^b   Wu, S P ^a   Molenaar, A A A ^b  

^a WUHAN UNIVERSITY OF TECHNOLOGY   (China)

^b DELFT UNIVERSITY OF TECHNOLOGY   (Netherlands)

Author keywords

Adhesion; Concrete; Damage accumulation; Failure analysis

Indexed keywords

DAMAGE ACCUMULATION; DAMAGE BEHAVIOR; DAMAGE MODEL; DYNAMIC MECHANICAL ANALYZER; DYNAMIC SHEAR RHEOMETER; FINITE ELEMENT MODELLING; LIFE EXPECTANCIES; LINEAR DAMAGE RULE; MESOSCALE; MIXTURE DESIGN; MOHR-COULOMB FAILURE CRITERION; POROUS ASPHALTS; SET-UPS; STRESS SIGNALS;

ASPHALT; DYNAMICS; FAILURE ANALYSIS;

FINITE ELEMENT METHOD;

EID: 79960435005     PISSN: 01421123     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.ijfatigue.2011.06.003     Document Type: Article

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