Geometric and Material Nonlinear Analysis of Reinforced Concrete Structure Considering Soil-Structure Interaction
In the present research, a finite element model is
presented to study the geometrical and material nonlinear behavior of
reinforced concrete plane frames considering soil-structure
interaction. The nonlinear behaviors of concrete and reinforcing steel
are considered both in compression and tension up to failure. The
model takes account also for the number, diameter, and distribution
of rebar along every cross section. Soil behavior is taken into
consideration using four different models; namely: linear-, nonlinear
Winkler's model, and linear-, nonlinear continuum model. A
computer program (NARC) is specially developed in order to
perform the analysis. The results achieved by the present model show
good agreement with both theoretical and experimental published
literature. The nonlinear behavior of a rectangular frame resting on
soft soil up to failure using the proposed model is introduced for
demonstration.
[1] Dunder, C., (1990), "Concrete Box Sections Under Biaxial Bending and
Axial Load", ASEC Journal, Vol. 116, No. 3, pp. 860-865.
[2] Kwat, H. G. and Filippou, F. C., (1997), "Nonlinear FE Analysis of R/C
Structures Under Monotonic Loads", Computer & Structures Journal,
Vol. 65, No. 1, pp. 1-16.
[3] Anam, I. and Shoma, Z. N., (1999), "Nonlinear Properties of Reinforced
Concrete Structures", Internet report, http://www.uapbd.edu/cee/Bulletin
/8.FAnamSir-22.pdf.
[4] Ibrahim, F. K. and Zubydan, A. H., (2002), "Geometric and Material
Nonlinear Analysis of R. C. Frames", Ain Shams University, Faculty of
Engineering, Scientific Bulletin, Cairo, Vol. 37, No. 3, pp. 61-74.
[5] Hassan, M. M., (2002), "Stability Analysis of Frames Considering Soil-
Structure Interaction", Ms.c. Thesis, Department of Civil Engineering,
Suez Canal University, Port Said, Egypt.
[6] Jahromi, H. Z., Izzuddin, B. A., and Zdravkovic, L., (2009), " A
Domain Decomposition Approach for Coupled Modeling of Nonlinear
Soil-Structure Interaction", Computer Methods in Applied Mechanics
and Engineering, Vol. 198, Issues 33-36, pp. 2738-2749.
[7] Zubydan, A. H., (2000), "Simplified Model for R. C. Plane Frame
Structures Considering Axial Effect", Ain Shams University, Faculty of
Engineering, Scientific Bulletin, Cairo, Vol. 35, No. 3, pp. 15-27.
[8] Kandil, O. A., (2006), "Nonlinear Analysis of Reinforced Concrete
Structures", Ms.c. Thesis, Department of Civil Engineering, Suez Canal
University, Port Said, Egypt.
[9] Renata S.B. Stramandinoli, Henriette L. La Rovere, (2008),"An
Efficient Tension-Stiffening Model for Nonlinear Analysis of
Reinforced Concrete Members", Engineering structural Journal, Vol. 30,
pp. 2069-2080.
[10] Chapra, S. C. and Canale, R. P. (2002), "Numerical Methods for
Engineering", Fourth Edition, Mc Graw Hill, New York.
[11] Nassef, W. M., (2010), " Behavior of Structural Systems at Elevated
Tempera-tures", Ms.c. Thesis, Department of Civil Engineering, Suez
Canal University, Port Said, Egypt.
[12] Chen, W. F. and Lui, E. M., (2000), "Stability Design of Steel Frames",
Boca Raton, Floreda.
[13] El-Gendy, M. M., (1999), "An Iterative Procedure for Foundation
Superstructure interaction Problem", Port-Said Engineering Research
Journal, Vol.3, No.I, pp. 1-19.
[14] Egyptian Code of Soil Mechanics and Design & Implementation of
Foundation, (2001), No.202/3, Second Edition.
[15] Juvandes LFP., (1999), "Reforço e Reabilitação de Estruturas de Betão
Usando Materiais Comp├│sitos de "CFRP"", Ph.D. Thesis, University of
Porto, Portugal.
[16] Vecchio, F. J. and Emara, M. B. (1992), "Shear Deformations in
Reinforced Concrete Frames", ACI Structural Journal, Vol. 89-S6, No.
1, pp. 46-56.
[1] Dunder, C., (1990), "Concrete Box Sections Under Biaxial Bending and
Axial Load", ASEC Journal, Vol. 116, No. 3, pp. 860-865.
[2] Kwat, H. G. and Filippou, F. C., (1997), "Nonlinear FE Analysis of R/C
Structures Under Monotonic Loads", Computer & Structures Journal,
Vol. 65, No. 1, pp. 1-16.
[3] Anam, I. and Shoma, Z. N., (1999), "Nonlinear Properties of Reinforced
Concrete Structures", Internet report, http://www.uapbd.edu/cee/Bulletin
/8.FAnamSir-22.pdf.
[4] Ibrahim, F. K. and Zubydan, A. H., (2002), "Geometric and Material
Nonlinear Analysis of R. C. Frames", Ain Shams University, Faculty of
Engineering, Scientific Bulletin, Cairo, Vol. 37, No. 3, pp. 61-74.
[5] Hassan, M. M., (2002), "Stability Analysis of Frames Considering Soil-
Structure Interaction", Ms.c. Thesis, Department of Civil Engineering,
Suez Canal University, Port Said, Egypt.
[6] Jahromi, H. Z., Izzuddin, B. A., and Zdravkovic, L., (2009), " A
Domain Decomposition Approach for Coupled Modeling of Nonlinear
Soil-Structure Interaction", Computer Methods in Applied Mechanics
and Engineering, Vol. 198, Issues 33-36, pp. 2738-2749.
[7] Zubydan, A. H., (2000), "Simplified Model for R. C. Plane Frame
Structures Considering Axial Effect", Ain Shams University, Faculty of
Engineering, Scientific Bulletin, Cairo, Vol. 35, No. 3, pp. 15-27.
[8] Kandil, O. A., (2006), "Nonlinear Analysis of Reinforced Concrete
Structures", Ms.c. Thesis, Department of Civil Engineering, Suez Canal
University, Port Said, Egypt.
[9] Renata S.B. Stramandinoli, Henriette L. La Rovere, (2008),"An
Efficient Tension-Stiffening Model for Nonlinear Analysis of
Reinforced Concrete Members", Engineering structural Journal, Vol. 30,
pp. 2069-2080.
[10] Chapra, S. C. and Canale, R. P. (2002), "Numerical Methods for
Engineering", Fourth Edition, Mc Graw Hill, New York.
[11] Nassef, W. M., (2010), " Behavior of Structural Systems at Elevated
Tempera-tures", Ms.c. Thesis, Department of Civil Engineering, Suez
Canal University, Port Said, Egypt.
[12] Chen, W. F. and Lui, E. M., (2000), "Stability Design of Steel Frames",
Boca Raton, Floreda.
[13] El-Gendy, M. M., (1999), "An Iterative Procedure for Foundation
Superstructure interaction Problem", Port-Said Engineering Research
Journal, Vol.3, No.I, pp. 1-19.
[14] Egyptian Code of Soil Mechanics and Design & Implementation of
Foundation, (2001), No.202/3, Second Edition.
[15] Juvandes LFP., (1999), "Reforço e Reabilitação de Estruturas de Betão
Usando Materiais Comp├│sitos de "CFRP"", Ph.D. Thesis, University of
Porto, Portugal.
[16] Vecchio, F. J. and Emara, M. B. (1992), "Shear Deformations in
Reinforced Concrete Frames", ACI Structural Journal, Vol. 89-S6, No.
1, pp. 46-56.
@article{"International Journal of Architectural, Civil and Construction Sciences:53401", author = "Mohamed M. El-Gendy and Ibrahim A. El-Arabi and Rafik W. Abdel-Missih and Omar A. Kandil", title = "Geometric and Material Nonlinear Analysis of Reinforced Concrete Structure Considering Soil-Structure Interaction", abstract = "In the present research, a finite element model is
presented to study the geometrical and material nonlinear behavior of
reinforced concrete plane frames considering soil-structure
interaction. The nonlinear behaviors of concrete and reinforcing steel
are considered both in compression and tension up to failure. The
model takes account also for the number, diameter, and distribution
of rebar along every cross section. Soil behavior is taken into
consideration using four different models; namely: linear-, nonlinear
Winkler's model, and linear-, nonlinear continuum model. A
computer program (NARC) is specially developed in order to
perform the analysis. The results achieved by the present model show
good agreement with both theoretical and experimental published
literature. The nonlinear behavior of a rectangular frame resting on
soft soil up to failure using the proposed model is introduced for
demonstration.", keywords = "Nonlinear analysis, Geometric nonlinearity, Material
nonlinearity, Reinforced concrete, Finite element method, Soilstructure
interaction, Winkler's soil model, Continuum soil model", volume = "6", number = "10", pages = "809-13", }