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Nonlinear Analysis of Reinforced and Prestressed Concrete Shells Using Layered Elements with Drilling DOF
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 Title & Authors
Nonlinear Analysis of Reinforced and Prestressed Concrete Shells Using Layered Elements with Drilling DOF
Kim Tae-Hoon; Choi Jung-Ho; Kim Woon-Hak; Shin Hyun Mock;
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 Abstract
This paper presents a nonlinear finite element procedure for the analysis of reinforced and prestressed concrete shells using the four-node quadrilateral flat shell element with drilling rotational stiffness. A layered approach is used to discretize, through the thickness, the behavior of concrete, reinforcing bars and tendons. Using the smeared-crack method, cracked concrete is treated as an orthotropic nonlinear material. The steel reinforcement and tendon are assumed to be in a uni-axial stress state and to be smeared in a layer. The constitutive models, which cover the loading, unloading, and reloading paths, and the developed finite element procedure predicts with reasonable accuracy the behavior of reinforced and prestressed concrete shells subjected to different types of loading. The proposed numerical method fur nonlinear analysis of reinforced and prestressed concrete shells is verified by comparison with reliable experimental results.
 Keywords
nonlinear finite element procedure;drilling rotational stiffness;layered approach;smeared-crack;
 Language
English
 Cited by
 References
1.
Roca, P. and Mari, A. R., 'Nonlinear Geometric and Material Analysis of Prestressed Concrete General Shell Structure', Computers & Structures, Vol.46, No.5, 1993, pp.917-929 crossref(new window)

2.
ACI, Finite Element Analysis of Reinforced Concrete Structures, ACI, 2001, 399 pp

3.
Polak, M. A. and Vecchio, F. J., 'Nonlinear Analysis of Reinforced Concrete Shells', Journal of Structural Engineering, ASCE, Vol. 119, No. 12, 1993, pp.3439-3462 crossref(new window)

4.
Kim, T. H., Lee, K. M., and Shin, H. M., 'Nonlinear Analysis of Reinforced Concrete Shells using Layered Elements with Drilling Degree of Freedom', ACI Structural Journal, Vol.99, No.4, 2002, pp.418-426

5.
Roca, P. and Mari, A. R., 'Numerical Treatment of Prestressing Tendons in the Nonlinear Analysis of Prestressed Concrete Structures', Computers & Structures, Vol.46, No.5, 1993, pp.905-916 crossref(new window)

6.
Maekawa, K. and Okamura, H., 'The Deformational Behavior and Constitutive Equation of Concrete Using Elasto-Plastic and Fracture Model', Journal of the Faculty of Engineering, University of Tokyo, Vol.37, No.2, 1983, pp.253-328

7.
Shima, H., Chou, L., and Okamura, H., 'Micro and Macro Models for Bond Behavior in Reinforced Concrete', Journal of the Faculty of Engineering, University of Tokyo, Vol.39, No.2, 1987, pp.133-194

8.
Li, B. and Maekawa, K., 'Contact Density Model for Stress Transfer across Cracks in Concrete', Concrete Engineering, JCI, Vol.26, No.1, 1988, pp.123-137

9.
Kato, B., 'Mechanical Properties of Steel under Load Cycles Idealizing Seismic Action', CEB Bulletin D'Information, Vol.131, 1979, pp.7-27

10.
Kang, Y. J., Nonlinear Geometric, Material and Time Dependent Analysis of Reinforced and Prestressed Concrete Frames, University of California, Berkeley, UC-SESM Report No.77-1, 1977,243pp

11.
Mari, A. R., Nonlinear Geometric, Material and Time Dependent Analysis of Three Dimensional Reinforced and Prestressed Concrete Frames, University of California, Berkeley, UC-SESM Report No.84-12, 1984

12.
Kang, Y. J., SPCFRAME - Computer Program for Nonlinear Segmental Analysis of Planar Prestressed Concrete, University of California, Berkeley, UC-SESM Report No. 89-07, 1989, 115pp

13.
ACI Committee 209, Prediction of Creep, Shrinkage and Temperature Effects in Concrete Structures, ACI209R-92, 1992

14.
Magura, D. D., Sozen, M. A., and Seiss, C. P., 'A Study of Stress Relaxation in Prestressing Reinforcement', PCI Journal, Vol.9, No.2, 1964, pp. 13-57 crossref(new window)

15.
Kim, T H. and Shin, H. M., 'Analytical Approach to Evaluate the Inelastic Behaviors of Reinforced Concrete Structures under Seismic Loads', Journal of the Earthquake Engineering Society of Korea, EESK, Vol.5, No.2, 2001, pp.113-124

16.
Taylor, R. L., FEAP - A Finite Element Analysis Program, Version 7.2 Users Manual, University of California, Berkeley, Vol.1 and Vol.2, 2000, 379pp

17.
Polak, M. A., Nonlinear Analysis of Reinforced Concrete Shells, PhD Thesis, University of Toronto, Toronto, Canada, 1992, 195pp

18.
Bouma, A. L., Van Riel, A. C, Van Koten, H., and Beranek, W. J., Investigations of Models of Eleven Cylindrical Shells Made of Reinforced and Prestressed Concrete, Symposium on Shell Research, Delft, 1961

19.
Arnesen, A., Soresen, S. I., and Bergan, P. G, ' Nonlinear Analysis of Reinforced Concrete', Computers & Structures, Vol.12, 1980, pp.571-579 crossref(new window)

20.
Chan, E. C, Nonlinear Geometric, Material and Time Dependent Analysis of Reinforced Concrete Shells with Edge Beams, PhD Dissertation, Divisions of Structural Engineering and Structural Mechanics, University of California, Berkeley, Calif, UC-SESM Report No.82-8, 1983

21.
Mari, P. and Meyboom, J., 'Response of Prestressed Concrete Elements to In-Plane Shear Forces', ACI Structural Journal, Vol.89, No.5, 1991, pp.503-514

22.
Chiu, H. S., Chern, J. C, and Chang, K. C, 'Long-Term Deflection Control in Cantilever Prestressed Concrete Bridges II: Experimental Verification', Journal of Engineering Mechanics, ASCE, Vol.122, No.6, 1996, pp. 495-501 crossref(new window)