CONFERENCE PROCEEDINGS
4th INTERNATIONAL CONFERENCE
CONTEMPORARY ACHIEVEMENTS IN CIVIL ENGINEERING 2016 , 2016.y., pp. 173-180
NUMERICAL-EXPERIMENTAL ANALYSIS OF THE BEHAVIOR OF AXIALLY COMPRESSED RC COLUMNS| |
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| DOI: 10.14415/konferencijaGFS 2016.016 |
| UDC: 624.166 : 004.4 ANSYS |
| CC-BY-SA 4.0 license |
| Author : Landović, Aleksandar; Bešević, Miroslav |
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| | Summary: |
| | This paper presents the results of computer simulated behavior of axially
compressed short reinforced concrete (RC) columns. Nonlinear analysis was conducted
on numerical model developed by finite element method. All parts of cross section,
concrete and reinforcement bars, are modeled with experimentally determined
mechanical characteristics. Results of numerical analysis were compared with results
obtained on experimental column models. Bearing capacity and behavior of RC columns
thru all phases of loading can be accurately determined by computer software. |
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| | Keywords: |
| | RC column, numerical analysis, FEM, nonlinear analysis |
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