Tension stiffening model with increasing damage for reinforced concrete

Engineering Computations (Swansea, Wales)

Volumn 18, Issue 5-6, 2001, Pages 759-785

  Barros, M H F M ^a   Martins, R A F ^b   Ferreira, C C ^a  

^a UNIVERSITY OF COIMBRA   (Portugal)

^b UNIVERSITY OF PORTO   (Portugal)

Author keywords

Concrete; Localization; Numerical analysis; Reinforced concrete

Indexed keywords

APPROXIMATION THEORY; MATHEMATICAL MODELS; NUMERICAL ANALYSIS; REINFORCED CONCRETE; STIFFNESS; TENSILE TESTING;

LOCALIZATION; TENSION STIFFENING EFFECT; TENSION STIFFENING MODEL;

COMPUTER AIDED ENGINEERING;

EID: 0034803462     PISSN: 02644401     EISSN: None     Source Type: Journal    
DOI: 10.1108/02644400110393616     Document Type: Article

References (11)

1. A non-associated elasto-plastic model for concrete
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3. Numerical smeared fracture analysis: Non-local microcrack interaction approach
4. The need for fracture mechanics options in finite element models for concrete structures
5. Mécanique de la rupture appliquée au béton hydraulique
6. Cracking model for finite element analysis of concrete materials