Average stress-average strain tension-stiffening relationships based on provisions of design codes

Journal of Zhejiang University: Science A

Volumn 12, Issue 10, 2011, Pages 731-736

  Kaklauskas, Gintaris ^a   Gribniak, Viktor ^a   Girdzius, Rokas ^a  

^a VILNIUS GEDIMINAS TECHNICAL UNIVERSITY   (Lithuania)

Author keywords

Code technique; Numerical modeling; Reinforced concrete (RC); Tension stiffening

Indexed keywords

CHINESE STANDARD; CODE TECHNIQUE; DESIGN CODES; EUROCODE2; INVERSE TECHNIQUES; MOMENT-CURVATURE; NON-LINEAR FINITE ELEMENTS; NUMERICAL MODELING; NUMERICAL STUDIES; RC BEAMS; TENSION STIFFENING;

COMPUTER SOFTWARE; CONCRETE BUILDINGS; REINFORCED CONCRETE;

NUMERICAL METHODS;

EID: 80054716512     PISSN: 1673565X     EISSN: 18621775     Source Type: Journal    
DOI: 10.1631/jzus.A1100029     Document Type: Article

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