| Article ID | Journal | Published Year | Pages | File Type |
|---|---|---|---|---|
| 6736447 | Engineering Structures | 2018 | 12 Pages |
Abstract
The paper compares results of own experimental research of sixteen reinforced concrete columns made of HSC in bi-axial bending with advanced three-dimensional FEM analysis. Computational analysis with application of TNO DIANA v.9.4 system and pre and post processor MIDAS FX+ was conducted. The analysis was used mostly to check a compatibility of the conducted research with the advanced 3D numerical model and to prove a usefulness of applied numerical model in calculation of load-bearing capacity of bi-axially bending columns. Mechanical properties of concrete and reinforcing steel were assumed based on the results of material tests.
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Authors
Krzysztof KoziÅski, Andrzej Winnicki,