Axisymmetric thermomechanical constitutive and damage modeling for airfield concrete pavement under transient high temperature

Mechanics of Materials

Volumn 29, Issue 3-4, 1998, Pages 307-323

  Ju, J W ^a   Zhang, Y ^a  

^a UNIVERSITY OF CALIFORNIA   (United States)

Author keywords

Airfield concrete pavement; Damage mechanics; Delamination failure; Heat conduction; Pore pressure; Thermal spalling; Thermal stress; Thermomechanical modeling

Indexed keywords

CRACK PROPAGATION; DELAMINATION; FINITE DIFFERENCE METHOD; HEAT CONDUCTION; HIGH TEMPERATURE EFFECTS; MATHEMATICAL MODELS; PORE PRESSURE; SPALLING; STRAIN; STRESS CONCENTRATION; TEMPERATURE DISTRIBUTION; THERMAL STRESS;

NEWMAN'S CRACK GROWTH MODEL; THERMOMECHANICAL DAMAGE MODEL;

CONCRETE PAVEMENTS;

EID: 0032141554     PISSN: 01676636     EISSN: None     Source Type: Journal    
DOI: 10.1016/S0167-6636(98)00028-3     Document Type: Article

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