Numerical analysis of the impact of removing a corner column in a continuous slab-column structure in relation to the experimental model

Numerical analysis of the impact of removing a corner column in a continuous slab-column structure in relation to the experimental model

The paper presents the numerical analysis of the impact of removing a corner column on the behavior of a continuous slab-column structure. The model uses the minimal reinforcement amount compliant with Eurocodes. The basis for numerical modelling was the experimental research of a piece of a slab-co...

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Main Author: Wieczorek Miroslaw
Format: Article
Language:English
Published: EDP Sciences 2020-01-01
Series:MATEC Web of Conferences
Online Access:https://www.matec-conferences.org/articles/matecconf/pdf/2020/06/matecconf_space20_00054.pdf
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spelling doaj-b556c20bede4476c83dc84151c00b3702021-08-05T13:49:50ZengEDP SciencesMATEC Web of Conferences2261-236X2020-01-013100005410.1051/matecconf/202031000054matecconf_space20_00054Numerical analysis of the impact of removing a corner column in a continuous slab-column structure in relation to the experimental modelWieczorek Miroslaw0Silesian University of Technology, Faculty of Civil EngineeringThe paper presents the numerical analysis of the impact of removing a corner column on the behavior of a continuous slab-column structure. The model uses the minimal reinforcement amount compliant with Eurocodes. The basis for numerical modelling was the experimental research of a piece of a slab-column structure with the dimensions of 3.0×3.0 m in column axes. The article includes a detailed description of the assumed conditions of the model support, the method of loading and reading of the results. The paper also compares the obtained results of numerical calculations with experimental results.https://www.matec-conferences.org/articles/matecconf/pdf/2020/06/matecconf_space20_00054.pdf
collection DOAJ
language English
format Article
sources DOAJ
author Wieczorek Miroslaw
spellingShingle Wieczorek Miroslaw
Numerical analysis of the impact of removing a corner column in a continuous slab-column structure in relation to the experimental model
MATEC Web of Conferences
author_facet Wieczorek Miroslaw
author_sort Wieczorek Miroslaw
title Numerical analysis of the impact of removing a corner column in a continuous slab-column structure in relation to the experimental model
title_short Numerical analysis of the impact of removing a corner column in a continuous slab-column structure in relation to the experimental model
title_full Numerical analysis of the impact of removing a corner column in a continuous slab-column structure in relation to the experimental model
title_fullStr Numerical analysis of the impact of removing a corner column in a continuous slab-column structure in relation to the experimental model
title_full_unstemmed Numerical analysis of the impact of removing a corner column in a continuous slab-column structure in relation to the experimental model
title_sort numerical analysis of the impact of removing a corner column in a continuous slab-column structure in relation to the experimental model
publisher EDP Sciences
series MATEC Web of Conferences
issn 2261-236X
publishDate 2020-01-01
description The paper presents the numerical analysis of the impact of removing a corner column on the behavior of a continuous slab-column structure. The model uses the minimal reinforcement amount compliant with Eurocodes. The basis for numerical modelling was the experimental research of a piece of a slab-column structure with the dimensions of 3.0×3.0 m in column axes. The article includes a detailed description of the assumed conditions of the model support, the method of loading and reading of the results. The paper also compares the obtained results of numerical calculations with experimental results.
url https://www.matec-conferences.org/articles/matecconf/pdf/2020/06/matecconf_space20_00054.pdf
work_keys_str_mv AT wieczorekmiroslaw numericalanalysisoftheimpactofremovingacornercolumninacontinuousslabcolumnstructureinrelationtotheexperimentalmodel
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