Tension-stiffening model attributed to tensile reinforcement for concrete flexural members

Procedia Engineering

Volumn 14, Issue , 2011, Pages 1433-1438

  Kaklauskas, G ^a   Gribniak, V ^a   Salys, D ^a   Sokolov, A ^a   Meskenas, A ^a  

^a VILNIUS GEDIMINAS TECHNICAL UNIVERSITY   (Lithuania)

Author keywords

Constitutive model; Experimental research; Inverse analysis; Tensile concrete

Indexed keywords

ADDITIONAL STRESS; AVERAGE STRAIN; CONSTITUTIVE RELATIONSHIPS; DEFORMATION ANALYSIS; DEFORMED BAR; EUROCODE2; EXPERIMENTAL PROGRAM; EXPERIMENTAL RESEARCH; FLEXURAL MEMBER; INVERSE ANALYSIS; INVERSE TECHNIQUES; MOMENT-CURVATURE; NON-LINEARITY; SMEARED CRACK; STRESS-STRAIN RELATIONSHIPS; TENSILE CONCRETE; TENSILE REINFORCEMENT; TENSION STIFFENING; TENSION-STIFFENING BEHAVIOR; TENSION-STIFFENING MODEL;

REINFORCED CONCRETE; STRESS-STRAIN CURVES; STRUCTURAL DESIGN;

CONCRETE REINFORCEMENTS;

EID: 80054776862     PISSN: 18777058     EISSN: None     Source Type: Conference Proceeding    
DOI: 10.1016/j.proeng.2011.07.180     Document Type: Conference Paper

References (11)

1. CEN (Comité Européen de Normalisation). (2004). Eurocode 2: Design of Concrete Structures - Part 1: General Rules and Rules for Buildings, EN 1992-1-1:2004. 230 p
2. Goto Y (1971). Cracks formed in concrete around deformed tension bars. ACI Journal Proceedings. 68(4), pp. 244-251
3. Gribniak V (2009). Shrinkage influence on tension-stiffening of concrete structures. Ph. D. thesis, Vilnius Gediminas Technical University, Lithuania. (Full-text access at http://www.dart-europe.eu/full.php?id=182160)
4. Gribniak V, Kaklauskas G, and Bacinskas D (2009). Experimental investigation of shrinkage influence on tension stiffening of RC beams. Proceedings of Creep, Shrinkage and Durability of Concrete and Concrete Structures (ConCreep 8), Ise-Shima, Japan, pp. 571-577
5. Gupta AK, Maestrini SR (1990). Tension-stiffness model for reinforced concrete bars. ASCE Journal of Structural Engineering, 116(3), pp. 769-790
6. Kaklauskas G and Ghaboussi J (2001). Stress-strain relations for cracked tensile concrete from RC beam tests. ASCE Journal of Structural Engineering. 127(1), pp. 64-73
7. Kaklauskas G, Gribniak V, Bacinskas D (2008). Free of shrinkage tension stiffening relationships derived from RC beam tests. Proceedings of Sixth International Conference Analytical Models and New Concepts in Concrete and Masonry Structures (AMCM'2008), Lodz, Poland, pp. 329-330
8. Kaklauskas G, Gribniak V, Bacinskas D, and Vainiunas P (2009). Shrinkage influence on tension stiffening in concrete members. Engineering Structures. 31(6), pp. 1305-1312
9. Kaklauskas G, Gribniak V, Bacinskas D (2011). Inverse technique for deformational analysis of concrete beams with ordinary reinforcement and steel fibers. Proceedings of the Twelfth East Asia-Pacific Conference on Structural Engineering and Construction (EASEC-12), Hong Kong. 8 p
10. Salys D, Kaklauskas G, Gribniak V (2009). Modelling deformation behaviour of RC beams attributing tension-stiffening to tensile reinforcement. Statybines konstrukcijos ir tehnologijos. 1(3), pp. 141-147. (in Lithuanian)
11. Wu HQ and Gilbert, RI (2009). Modeling short-term tension stiffening in reinforced concrete prisms using a continuumbased finite element model. Engineering Structures. 31(10), pp. 2380-2391