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Engineering Structures

Volumn 24, Issue 5, 2002, Pages 597-611

An elasto-plastic damage model for plain concrete subjected to high temperatures

(3) Nechnech, W a Meftah, F b Reynouard, J M a

a UNIVERSITÉ DE LYON (France)

b UNIVERSITÉ GUSTAVE EIFFEL (France)

Author keywords

Damage theory; Plasticity; Thermal; Thermo mechanical interaction; Unilateral phenomenon

Indexed keywords

CREEP; DEGRADATION; ELASTOPLASTICITY; FINITE ELEMENT METHOD; HIGH TEMPERATURE EFFECTS; MATHEMATICAL MODELS; THERMOMECHANICAL TREATMENT;

TRANSIENT CREEP INTERACTIONS;

CONCRETE CONSTRUCTION;

CONCRETE; DAMAGE MECHANICS; ELASTOPLASTICITY; FINITE ELEMENT METHOD; HIGH TEMPERATURE; THERMOMECHANICS;

EID: 0036569332 PISSN: 01410296 EISSN: None Source Type: Journal
DOI: 10.1016/S0141-0296(01)00125-0 Document Type: Article

Times cited : (140)

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