Thermo-hygro-mechanical degradation of concrete: From coupled 3D material modelling to durability-oriented multifield structural analyses

Materials and Structures/Materiaux et Constructions

Volumn 37, Issue 268, 2004, Pages 244-256

  Grasberger, S ^a,b   Meschke, G ^b  

^a Hilti Entwicklungsgesellschaft mbH   (Germany)

^b RUHR UNIVERSITY BOCHUM   (Germany)

Author keywords

[No Author keywords available]

Indexed keywords

CRACK INITIATION; CRACKS; DEFORMATION; DEGRADATION; DRYING; HEAT TRANSFER; MOISTURE; PARAMETER ESTIMATION; POROUS MATERIALS; STRUCTURAL LOADS; THERMOMECHANICAL TREATMENT; CONCRETES; EQUATIONS OF STATE;

BIOT-COUSSY THEORY; LOADING INDUCED DAMAGE; POSTCRACKING PROPERTIES; TEMPERATURE GRADIENTS; 3D MATERIAL MODELING; CAPILLARY PRESSURE; CEMENTITIOUS MATERIALS; CONCRETE STRUCTURE; HEAT TRANSPORT; MECHANICAL DEGRADATION; MOISTURE TRANSPORT; MULTI-FIELD; POROUS MEDIUM; THERMO-HYGRO;

CONCRETE CONSTRUCTION; POROUS MATERIALS;

EID: 2542490333     PISSN: 13595997     EISSN: None     Source Type: Journal    
DOI: 10.1617/14162     Document Type: Article

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