Numerical analysis of inelastic reinforced high-strength concrete beams with low reinforcement ratio

Piotr  Smarzewski

doi:10.35784/bud-arch.2331

Open full text

PDF (Język Polski)

Published: Jun 11, 2009

DOI: https://doi.org/10.35784/bud-arch.2331

Issue Vol. 4 No. 1 (2009)

Articles

Numerical analysis of inelastic reinforced high-strength concrete beams with low reinforcement ratio
Piotr Smarzewski

005-030
The width of skew cracks in the supported zone of beams made from High Performance Concrete (HPC)
Tadeusz Ciężak, Daniel Wałach

031-050
Experimental testing of the new flow equation of cement dispersion
Jerzy Szerafin

051-062
Assembly mistakes of steel structures
Małgorzata Litwin, Marcin Górecki

063-072
The simple method of dynamic visco-elastic analysis of road structure. on rheological foundation
Sławomir Karaś, Magdalena Sawecka

073-083
Problems of revitalization of residential quarters of prefabricated buildings on the basis of Stanislaw Moniuszko quarter in Lublin
Anna Ostańska

085-104
The history of renovation design of the front facade of the Main Post Office Building in Lublin
Elżbieta Pytlarz

105-113
Projektowanie w regionach odmiennych kulturowo – dialog o tożsamości
Jan Wrana

115-123
Cracovian modernists - the 60 ties, 90 ties of the XX century - the returns
Jan Wrana

125-132

DOI

https://doi.org/10.35784/bud-arch.2331

Authors

Piotr Smarzewski

p.smarzewski@pollub.pl

Department of Civil Engineering; Faculty of Civil Engineering and Architecture; Lublin University of Technology, Poland

https://orcid.org/0000-0002-3230-4813

Abstract

Numerical modelling of flexural behavior of the reinforced highstrength concrete beams with low reinforcement ratio is discussed in this paper. Modelling mechanism of failure reinforced concrete beams under static load, static deformation processes of the reinforced high-strength concrete beams with regard to the physical nonlinearities of the structural materials (i.e. concrete and reinforcement steel) were developed using finite element analysis. The comparison of the numerical and experimental results as well as theoretical solutions, were presented. The compared results indicate correctness of the constitutive models of the structural materials: concrete and reinforcing steel and effectiveness of the solution method.

Keywords:

Finite element method, reinforced concrete members, beams

References

Aitcin P.C., High-Performance Concrete, E & FN SPON, 1998. DOI: https://doi.org/10.4324/9780203475034

Bathe K.J., Finite Element Procedures, Prentice-Hall Inc., Upper Saddle River, New Jersey, 1996.

Bonet J., Wood R.D., Nonlinear Continuum Mechanics for Finite Element Analysis, Cambridge University Press, 1997.

Comité Euro-Internacional du Beton, High Performance Concrete. Recommended to the Model Code 90. Research Need, Bulletin d’Information, Nr 228, 1995.

Crisfield M.A., An arc-length method including line searches and accelerations, International Journal for Numerical Methods in Engineering, 19, s. 1269-1289, 1983.

Crisfield M.A., Non-linear Finite Element Analysis of Solids and Structures, John Wiley & Sons, Inc., 2000.

Eggert, G.M., Dawson, P.R., Mathur K.K., An Adaptive Descent Method for Nonlinear Viscoplasticity, International Journal for Numerical Methods in Engineering, Vol. 31, s. 1031-1054, 1991.

Kamińska M.E., Doświadczalne badania żelbetowych elementów prętowych z betonu wysokiej wytrzymałości, KILiW, PAN, Łódź, 1999.

Kleiber M., Metoda elementów skończonych w nieliniowej mechanice kontinuum, Wyd. PAN, Warszawa-Poznań, 1985.

Lyndon F.D., Balendran R.V., Some observations on elastic properties of plain concrete, Cement and Concrete Research, 16, Nr 3, s. 314-324, 1986. DOI: https://doi.org/10.1016/0008-8846(86)90106-7

Pecce M., Fabbrocino G., Plastic Rotation Capacity of Beams in Normal and High-Performance Concrete, ACI Structural Journal, s. 290-296, March-April 1999.

Rashid M.A., Mansur M.A., Reinforced High-Strength Concrete Beams in Flexure, ACI Structural Journal, Vol. 102, Nr 3, s. 462-471, May-June 2005. DOI: https://doi.org/10.14359/14418

Smarzewski P., Modelowanie mechanizmu zniszczenia belek żelbetowych z betonu wysokiej wytrzymałości, Praca doktorska. Politechnika Lubelska, 2008.

Smarzewski P., Stolarski A., Modelowanie zachowania niesprężystej belki żelbetowej, Biuletyn WAT, Vol. LVI, Nr 2, str. 147-166, 2007.

Taerwe L.R., Brittleness versus Ductility of High Strength Concrete, Structural Engineering Journal, 4, s. 40-45, 1991. DOI: https://doi.org/10.2749/101686691780617166

Willam K.J., Warnke E.P., Constitutive Model for the Triaxial Behavior of Concrete, Proceedings, International Association for Bridge and Structural Engineering, Vol. 19, ISMES, Bergamo, Italy, 1975.

Zienkiewicz O.C., Taylor R.L., The Finite Element Method, Fifth Edition, Butterworth Heinemann, 2000.

Smarzewski, P. . (2009) “Numerical analysis of inelastic reinforced high-strength concrete beams with low reinforcement ratio”, Budownictwo i Architektura / Civil and Architectural Engineering, 4(1), pp. 005–030. doi: 10.35784/bud-arch.2331.

Numerical analysis of inelastic reinforced high-strength concrete beams with low reinforcement ratio

Issue Vol. 4 No. 1 (2009)

Archives

DOI

Authors

Abstract

Keywords:

References

License

Article Sidebar

Issue Vol. 4 No. 1 (2009)

Archives

Main Article Content

DOI

Authors

Abstract

Keywords:

References

Article Details

License