An efficient tension-stiffening model for nonlinear analysis of reinforced concrete members

Engineering Structures

Volumn 30, Issue 7, 2008, Pages 2069-2080

  Stramandinoli, Renata S B ^a   La Rovere, Henriette L ^b  

^a Operation and Maintenance Engineering Superintendence   (Brazil)

^b FEDERAL UNIVERSITY OF SANTA CATARINA   (Brazil)

Author keywords

Finite elements; Nonlinear analysis; Reinforced concrete beams; Tension stiffening

Indexed keywords

BENDING STRENGTH; CONSTITUTIVE MODELS; CRACKS; FINITE ELEMENT METHOD; NONLINEAR ANALYSIS; REINFORCED CONCRETE; SHEAR STRENGTH; STIFFNESS; STRESS-STRAIN CURVES; TENSILE STRENGTH;

MODULAR RATIO; TENSION-STIFFENING MODEL;

CONCRETE BEAMS AND GIRDERS;

BENDING STRENGTH; CONCRETE BEAMS AND GIRDERS; CONSTITUTIVE MODELS; CRACKS; FINITE ELEMENT METHOD; NONLINEAR ANALYSIS; REINFORCED CONCRETE; SHEAR STRENGTH; STIFFNESS; STRESS-STRAIN CURVES; TENSILE STRENGTH;

CRACK PROPAGATION; EFFICIENCY MEASUREMENT; FINITE ELEMENT METHOD; FLEXURE; REINFORCED CONCRETE; SHEAR STRAIN; STIFFNESS; STRESS-STRAIN RELATIONSHIP; STRUCTURAL COMPONENT; TENSION;

EID: 43949112961     PISSN: 01410296     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.engstruct.2007.12.022     Document Type: Article

References (33)

1. Branson D.E. Design procedures for computing deflection. ACI Journal 65 8 (1968) 730-742
2. Cosenza E. Finite element analysis of reinforced concrete elements in a cracked state. Computers and Structures 36 1 (1990) 71-79
3. Gilbert R.I., and Warner R.F. Tension stiffening in reinforced concrete slabs. Journal of the Structural Division ASCE 104 2 (1978) 1885-1900
4. Choi C.K., and Cheung S.H. A simplified model for predicting the shear response of reinforced concrete membranes. Thin-Walled Structures 19 (1994) 37-60
5. CEB. Cracking and deformation. Bulletin d'information N{ring operator}158. Paris, France; 1985
6. Scanlon A., and Murray D.W. Time-dependent reinforced concrete slab deflections. Journal of the Structural Division 100 8 (1974) 1911-1924
7. Lin C.S., and Scordelis A.C. Nonlinear analysis of RC shells of general form. Journal of the Structural Division ASCE 101 3 (1975) 523-538
8. Collins M.P., and Vecchio F.J. The modified compression-field theory for reinforced concrete elements subjected to shear. ACI Journal 83 2 (1986) 219-231
9. Stevens NJ, Uzumeri SM, Collins MP. Analytical modeling of reinforced concrete subjected to monotonic and reversed loadings. Report. Canada: University of Toronto; 1987
10. Balakrishnan S., and Murray D.W. Concrete constitutive model for NLFE analysis of structures. ASCE Journal of Structural Engineering 114 7 (1988) 1449-1466
11. Massicote B., Elwi A.E., and MacGregor J.G. Tension-stiffening model for planar reinforced concrete members. ASCE Journal of Structural Engineering 106 11 (1990) 3039-3058
12. Floegl H., and Mang H.A. Tension stiffening concept based on bond slip. Journal of the Structural Division ASCE 108 12 (1982) 2681-2701
13. Gupta A., and Maestrini S.R. Tension-stiffness model for reinforced concrete bars. ASCE Journal of Structural Engineering 116 3 (1990) 769-791
14. Wu Z., Yoshikawa H., and Tanabe T. Tension stiffness model for cracked reinforced concrete. ASCE Journal of Structural Engineering 117 3 (1991) 715-732
15. Russo G., and Romano F. Cracking response of RC members subjected to uniaxial tension. ASCE Journal of Structural Engineering 118 5 (1992) 1172-1190
16. Choi C.K., and Cheung S.H. Tension stiffening model for planar reinforced concrete members. Computers and Structures 59 1 (1996) 179-190
17. Kwak H.G., and Song J.Y. Cracking analysis of RC members using polynomial strain distribution function. Engineering Structures 24 (2002) 455-468
18. CEB-FIP Model Code 90. Design code. London (England); 1993
19. D'Avila VMR, Campos Filho A. Estudo Comparativo entre as Formas Distribuída e Incorporada de Representação da Fissuração em Peças de Concreto Armado via Método dos Elementos Finitos. Paper presented at V Simpósio EPUSP sobre Estruturas de Concreto. São Paulo (Brazil); 2003
20. Hegemier G.A., Murakami H., and Hageman L.J. On tension stiffening in reinforced concrete. Mechanics of Materials 4 2 (1985) 161-179
21. Figueiras J.A. Practical approach for modeling the nonlinear response of RC shells. Computational Modeling of Reinforced Concrete Structures (1986) 217-253
22. Mari AR. Nonlinear geometric, material and time dependent analysis of three dimensional reinforced and prestressed concrete frames. Report. Berkeley (California): University of California; 1984
23. Chan EC. Nonlinear geometric, material and time dependent analysis of reinforced concrete shells with edge beams. Ph.D thesis. Berkeley, (California): University of California; 1982
24. Hognestad E. A study of combined bending and axial load in reinforced concrete members. Bulletin Series 1951, 399:128. Urbana (Illinois): University of Illinois
25. Mander J.B., Priestley J.N., and Park R. Theoretical stress-strain model for confined concrete. ASCE Journal of Structural Engineering 14 8 (1988) 1804-1826
26. La Rovere HL, Chimello AA, Stramandinoli RSB. Modelo de Elementos Finitos de Barra (2D) para Análise Não Linear de Vigas de Concreto Armado. Paper presented at XXIV CILAMCE (Iberian Latin American congress on computational methods in engineering). Ouro Preto, Minas Gerais, Brazil; 2003
27. Ferrari VJ. Reforço à Flexão em Vigas de Concreto Armado com Manta de Fibras de Carbono: Mecanismos de Incremento de Ancoragem. Disseration. Florianópolis (Brazil): Federal University of Santa Catarina; 2002
28. Beber AJ. Avaliação do Desempenho de Vigas de Concreto Armado Reforçadas com Lâminas de Fibra de Carbono. Dissertation. Porto Alegre (Brazil): Federal University of Rio Grande do Sul; 1999
29. Juvandes LFP. Reforço e Reabilitação de Estruturas de Betão Usando Materiais Compósitos de "CFRP". Ph.D. thesis. Portugal: University of Porto; 1999
30. Bresler B., and Scordelis A.C. Shear strength of reinforced concrete beams. ACI Journal 60 1 (1963) 51-74
31. Vecchio F.J., and Balopolou S. On the nonlinear behavior of reinforced concrete frames. Canadian Journal of Civil Engineering 17 (1990) 698-704
32. Ernst G.C., et al. Basic reinforced concrete frame performance under vertical and lateral loads. ACI Journal 70 4 (1973) 261-269
33. Stramandinoli RSB. Modelos de elementos finitos para análise não linear física e geométrica de vigas e pórticos planos de concreto armado. Ph.D. thesis. Florianópolis (Brasil): Federal University of Santa Catarina; 2007