Analysis of Reinforced Concrete Slab Structures

Abstract:

The paper deals with the designing and analysing of concrete structures. A particular attention is paid to a multi-segment slab made from reinforced concrete. The purpose of the paper is to evaluate, in a non-linear analysis, impacts of input parameters of the concrete on the real load-carrying capacity of the ceiling which has been designed originally in DeMKP. FEM software applications have been used in the analysis. This is an in-house application DeMKP for designing the systems in line with standardised procedures. Another software is ATENA Science which can be used for non-linear analyses.

• Periodical: Applied Mechanics and Materials (Volume 769)
• Pages: 97-100
• DOI: https://doi.org/10.4028/www.scientific.net/AMM.769.97
• Online since: June 2015
• Authors: Oldrich Sucharda, Jan Kubosek*
• Keywords: Crack, Deformation, Finite Element Method (FEM), Internal Force, Slab

References

[1] CEB-FIB Model Code for Concrete Structures 2010, fib - International Federation for Structural Concrete, Ernst & Sohn, (2013).

DOI: 10.35789/fib.bull.0003

[2] Information on http: /www. scia-online. com.

[3] ANSYS, RELEASE 11 DOCUMENTATION FOR ANSYS, SAS IP, INC., (2007).

[4] C.K. Kim, M.H. Hwang, Non-linear analysis of skew thin plate by finite difference Metod, Journal Of Mechanical Science And Technology. 26 (2012), 4, 1127-1132.

DOI: 10.1007/s12206-012-0226-9

[5] W. F. Chen, Plasticity in Reinforced Concrete, Mc. Graw Hill, New York, (1982).

[6] J. Ravinger, M. Psotny, Analysis of structures. Nonlinear problems, STU, Bratislava, 2007. (in Slovak).

[7] G. Rombach, Application of Finite Element Method in Structural Concrete (In German: Anwendung der Finite-Elemente-Methode im Betonbau), 2. Auflage, Ernst & Sohn, Berlin, (2007).

DOI: 10.1002/stab.200001630

[8] O. Sucharda, J. Kubosek, Comparation of numerical methods for calculation of thin slabs, Advanced Materials Research. 969 (2014) 73-77.

DOI: 10.4028/www.scientific.net/amr.969.73

[9] ATENA Program Documentation, ATENA Studio. Cervenka Consulting, 2013. Information on http: /www. cervenka. cz.

[10] T. Yu, J.G. Teng, Y.L. Wong, S.L. Dong, Finite element modeling of confined concrete-I: Drucker-Prager type plasticity model, Engineering Structures. 32 (2010), 3, 665-679.

DOI: 10.1016/j.engstruct.2009.11.014

[11] MATLAB - The Language of Technical Computing. Software. [on-line]. <http: /matlab. com/>. The MathWorks, Inc., Massachusetts, USA, (2014).

[12] M. Krejsa, P. Janas, R. Cajka, Using DOProC method in structural reliability assessment, Applied Mechanics and Materials. 300-301 (2013) 860-869.

DOI: 10.4028/www.scientific.net/amm.300-301.860

[13] K. Tvrda, Probability and sensitivity analysis of plate, Applied Mechanics and Materials. 617, (2014) 193-196.

[14] K. Reißen, J. Hegger, Experimental investigations on the effective width for shear of single span bridge deck slabs, Beton- und Stahlbetonbau. 108 (2013), 2, 96–103.

DOI: 10.1002/best.201200064

[15] N. Jendzelovsky, K. Vrablova, Impact loading of concrete slabs, Applied Mechanics and Materials. 617 (2014) 100-103.

DOI: 10.4028/www.scientific.net/amm.617.100

[16] J. Kortis, The stress analysis of the industrial fiber-reinforced concrete slab on elastic subgrade loaded by the operational loading, Applied Mechanics and Materials. Vol. 617 (2014) 46-49.

DOI: 10.4028/www.scientific.net/amm.617.46