Eliminating shrinkage effect from moment curvature and tension stiffening relationships of reinforced concrete members

Journal of Structural Engineering

Volumn 137, Issue 12, 2011, Pages 1460-1469

  Kaklauskas, Gintaris ^a   Gribniak, Viktor ^a  

^a VILNIUS GEDIMINAS TECHNICAL UNIVERSITY   (Lithuania)

Author keywords

Constitutive models; Curvature; Numerical analysis; Reinforced concrete beams; Shrinkage; Tension stiffening; Tests

Indexed keywords

CONSTITUTIVE LAW; CRACKING RESISTANCE; CRACKING STRAIN; CURVATURE; DEFORMATION BEHAVIOR; FREE SHRINKAGES; INVERSE TECHNIQUES; MOMENT-CURVATURE; MOMENT-CURVATURE RELATIONSHIP; NUMERICAL PROCEDURES; RC BEAMS; RC MEMBER; REINFORCED CONCRETE BEAMS; REINFORCED CONCRETE MEMBER; SECTION MODEL; SHRINKAGE EFFECTS; SHRINKAGE STRAINS; SMEARED CRACK; STRESS-STRAIN RELATIONSHIPS; TENSION STIFFENING; TEST DATA; TESTS;

CONCRETE BEAMS AND GIRDERS; CONCRETE BUILDINGS; CONSTITUTIVE MODELS; DEFORMATION; NUMERICAL ANALYSIS; REINFORCED CONCRETE; SHRINKAGE;

STRESS-STRAIN CURVES;

EID: 80054740481     PISSN: 07339445     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)ST.1943-541X.0000395     Document Type: Article

References (28)

1. Bazant, Z. P. (1972). Prediction of concrete creep effects using age-adjusted effective modulus method.. J. Am. Concr. Inst. 0002-8061, 69 (4), 212-219.
2. Bischoff, P. H. (1983). Response of prestressed concrete tension members.. M.Sc. Eng. thesis, McGill Univ., Montreal, 122.
3. Bischoff, P. H. (2001). Effects of shrinkage on tension stiffening and cracking in reinforced concrete.. Can. J. Civ. Eng. 0315-1468, 28 (3), 363-374. 10.1139/l00-117 (Pubitemid 33073248)
4. Bischoff, P. H., and Johnson, R. D. (2007). Effect of shrinkage on short-term deflection of reinforced concrete beams and slabs.. Structural Implications of Shrinkage and Creep of Concrete, SP-246, American Concrete Institute, Farmington Hills, MI, 167-180.
5. Fantilli, A. P., Vallini, P., Ferretti, D., and Iori, I. (1998). Analysis of RC tensile members considering fracture mechanics and bond between steel and concrete.. Computational modelling of concrete structures, Balkema, Rotterdam, The Netherlands, 807-815.
6. Feenstra, P. H., and de Borst, R. (1995). A constitutive model for reinforced concrete.. J. Eng. Mech. 0733-9399, 121 (5), 587-595. 10.1061/(ASCE)0733-9399(1995)121:5(587)
7. Fields, K., and Bischoff, P. H. (2004). Tension stiffening and cracking of high-strength reinforced concrete tension members.. ACI Struct. J. 0889-3241, 101 (4), 447-456.
8. Gilbert, R. I. (1988). Time effects in concrete structures, Elsevier, Amsterdam, Netherlands, 336.
9. Gilbert, R. I. (2001). Shrinkage, cracking and deflection-The serviceability of concrete structures.. J. Struct. Eng. 0733-9445, 133 (6), 899-903. 10.1061/(ASCE)0733-9445(2007)133:6(899)
10. Gilbert, R. I., and Warner, R. F. (1978). Tension stiffening in reinforced concrete slabs.. J. Struct. Div. 0044-8001, 104 (12), 1885-1900. (Pubitemid 9392922)
11. Gribniak, V. (2009). Shrinkage influence on tension-stiffening of concrete structures.. Ph.D. thesis, Vilnius Gediminas Technical Univ., Vilnius, Lithuania, 146. http://www.dart-europe.eu/full.php?id=182160
12. Gribniak, V., Kaklauskas, G., and Bacinskas, D. (2008). Shrinkage in reinforced concrete structures: A computational aspect.. J. Civil Eng. Manage. 1822-427X, 5 (1), 19-27. 10.3846/bjrbe.2010.03
13. Gribniak, V., Kaklauskas, G., Cygas, D., Bacinskas, D., Kupliauskas, R., and Sokolov, A. (2010 b). Investigation of concrete cracking effect in deck slab of continuous bridges.. Baltic J. Road Bridge Eng. 1392-1525, 16 (1), 149-154. 10.3846/jcem.2010.14
14. Kaklauskas, G. (2001). Integral flexural constitutive model for deformational analysis of concrete structures, Technika, Vilnius, Lithuania, 140.
15. Kaklauskas, G., and Ghaboussi, J. (2001). Stress-strain relations for cracked tensile concrete from RC beam tests.. J. Struct. Eng. 0733-9445, 127 (1), 64-73. 10.1061/(ASCE)0733-9445(2001)127:1(64) (Pubitemid 32083804)
16. Kaklauskas, G., and Gribniak, V. (2005). Effects of shrinkage on tension stiffening in RC members.. Proc., fib Symp. Structural Concrete and Time, 1, Grafikar Sociedad de Impresores, La Plata, Argentina, 453-460.
17. Kaklauskas, G., Gribniak, V., Bacinskas, D., and Vainiunas, P. (2009). Shrinkage influence on tension stiffening in concrete members.. Eng. Struct. 0141-0296, 31 (6), 1305-1312. 10.1016/j.engstruct.2008.10.007
18. Kunnath, S. K., Heo, Y. A., and Mohle, J. F. (2009). Nonlinear uniaxial material model for reinforcing steel bars.. J. Struct. Eng. 0733-9445, 135 (4), 335-343. 10.1061/(ASCE)0733-9445(2009)135:4(335)
19. Lackner, R., and Mang, H. A. (2003). Scale transition in steel-concrete interaction. Part I: Model.. J. Eng. Mech. 0733-9399, 129 (4), 393-402. 10.1061/(ASCE)0733-9399(2003)129:4(393) (Pubitemid 36632251)
20. Lash, S. D. (1953). Ultimate strength and cracking resistance of lightly reinforced beams.. J. Am. Concr. Inst. 0002-8061, 49 (2), 573-582.
21. Ng, P. L., Lam, J. Y. K., and Kwan, A. K. H. (2010). Tension stiffening in concrete beams. Part 1: FE analysis.. Proc., Institution of Civil Engineers, Structures and Buildings 0965-0911, 163 (1), 19-28. 10.1680/stbu.2009.163.1.19
22. Salys, D., Kaklauskas, G., and Gribniak, V. (2009). Modelling deformation behaviour of RC beams attributing tension-stiffening to tensile reinforcement.. Engineering Structures and Technologies 1346-8014, 5 (1), 43-61. 10.3151/jact.5.43
23. Scanlon, A., and Bischoff, P. H. (2008). Shrinkage restraint and loading history effects on deflections of flexural members.. ACI Struct. J. 0889-3241, 105 (4), 498-506.
24. Tanimura, M., Suzuki, M., Maruyama, I., and Sato, R. (2005). Improvement of time-dependent flexural behavior in RC members by using low shrinkage-high strength concrete.. Proc., Seventh International Symposium on the Utilization of High-Strength/High-Performance Concrete, American Concrete Institute Symposium Publication 228, Farmington Hills, MI, 1373-1396.
25. Tanimura, M., Sato, R., and Hiramatsu, Y. (2007). Serviceability performance evaluation of RC flexural members improved by using low-shrinkage high-strength concrete.. J. Adv. Concr. Technol. 1346-8014, 5 (2), 149-160. 10.3151/jact.5.149
26. Torres, L. L., Lopez-Almansa, F., and Bozzo, L. M. (2004). Tension-stiffening model for cracked flexural concrete members.. J. Struct. Eng. 0733-9445, 130 (8), 1242-1251. 10.1061/(ASCE)0733-9445(2004)130:8(1242) (Pubitemid 40264995)
27. Vecchio, F. J., and Collins, M. P. (1986). The Modified Compression Field Theory for reinforced concrete elements subjected to shear.. ACI Struct. J. 0889-3241, 83 (2), 219-231.
28. Wu, H. Q., and Gilbert, R. I. (2009). Modeling short-term tension stiffening in reinforced concrete prisms using a continuum-based finite element model.. Eng. Struct. 0141-0296, 31 (10), 2380-2391. 10.1016/j.engstruct.2009.05. 012