Communications - Scientific Letters of the University of Zilina 2014, 16(4):87-93 | DOI: 10.26552/com.C.2014.4.87-93

Experimental and Numerical Analysis of Eccentrically Loaded Beam-Columns

Josef Vican1, Peter Janik1, Ruzica Nikolic2
1 Department of Structures and Bridges, Faculty of Civil Engineering, University of Zilina, Slovakia
2 University of Kragujevac, Faculty of Mechanical Engineering, Kragujevac, Serbia

The beam-column subjected to the combination of the axial force and the bending moments is an example of the very complicated task from the viewpoint of the design resistance verification. The general theoretical solution of the resistance assessment of that beam-column is not suitable for practical use due to complicated and non-general form. Then, the standard simplified approach is used. Therefore, the paper deals with the experimental and numerical analyses of the resistances of eccentrically loaded beam-columns and their comparison with the standard approaches. Discussion of results and conclusions related to further research direction are also presented in this paper.

Keywords: eccentrically loaded beam-column, beam-column resistance, experimental analysis, numerical study

Published: December 31, 2014  Show citation

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Vican, J., Janik, P., & Nikolic, R. (2014). Experimental and Numerical Analysis of Eccentrically Loaded Beam-Columns. Communications - Scientific Letters of the University of Zilina, 16(4), 87-93. doi: 10.26552/com.C.2014.4.87-93
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