Reinforcement solution of damaged load-bearing frame structure in a coal power plant for additional loads

Significant subsoil deformation and additional loads from the new denitrification unit caused a major problem with the load-bearing capacity of the coal power plant. It was necessary to perform an advanced assessment of the technical condition of the structure. Laser scanning (LiDAR) were used to ob...

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Main Authors: Szymon Skibicki, Tomasz Wróblewski, Wiesław Paczkowski, Krzysztof Kozieł, Marcin Matyl, Maciej Wisniowski
Format: Article
Language:English
Published: Polish Academy of Sciences 2024-03-01
Series:Archives of Civil Engineering
Subjects:
Online Access:https://journals.pan.pl/Content/130764/ACE_2024_01_07.pdf
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author Szymon Skibicki
Tomasz Wróblewski
Wiesław Paczkowski
Krzysztof Kozieł
Marcin Matyl
Maciej Wisniowski
author_facet Szymon Skibicki
Tomasz Wróblewski
Wiesław Paczkowski
Krzysztof Kozieł
Marcin Matyl
Maciej Wisniowski
author_sort Szymon Skibicki
collection DOAJ
description Significant subsoil deformation and additional loads from the new denitrification unit caused a major problem with the load-bearing capacity of the coal power plant. It was necessary to perform an advanced assessment of the technical condition of the structure. Laser scanning (LiDAR) were used to obtain detailed data upon structure. Based on the analysis of the point cloud, the location of the column axes was determined, which allowed to determine the global and local displacements of the structure. Spatial models of the structure were created. Non-linear analyses of the structure were carried out using two types of models: 1) global beam-shell 3D models of the boiler room used to calculate the magnitude of internal forces and deformations of the structure; 2) local beam-shell detailed models of selected structural elements. Based on the results of the calculations, necessary reinforcement of the structure was designed and successfully implemented. Advanced analysis of the structure using laser scanning, subsoil monitoring and complex numerical models made it possible to perform only local reinforcements of the entire complex structure.
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spelling doaj.art-67dac5d1d14947359a80831f28df98432024-03-29T12:12:24ZengPolish Academy of SciencesArchives of Civil Engineering1230-29452300-31032024-03-01No 1121139https://doi.org/10.24425/ace.2024.148903Reinforcement solution of damaged load-bearing frame structure in a coal power plant for additional loadsSzymon Skibicki0https://orcid.org/0000-0002-2918-7759Tomasz Wróblewski1https://orcid.org/0000-0003-3731-1542Wiesław Paczkowski2https://orcid.org/0000-0003-3228-9198Krzysztof Kozieł3https://orcid.org/0000-0002-2050-7154Marcin Matyl4https://orcid.org/0000-0003-1563-3284Maciej Wisniowski5https://orcid.org/0000-0001-9902-9660West Pomeranian University of Technology in Szczecin, Faculty of Civil and Environmental Engineering, al. Piastów 50a, 70-311 Szczecin, PolandWest Pomeranian University of Technology in Szczecin, Faculty of Civil and Environmental Engineering, al. Piastów 50a, 70-311 Szczecin, PolandWest Pomeranian University of Technology in Szczecin, Faculty of Civil and Environmental Engineering, al. Piastów 50a, 70-311 Szczecin, PolandOptimal Design of Structures Krzysztof Kozieł, ul. Na Piasku 12a, 44-122 Gliwice, PolandOptimal Design of Structures Krzysztof Kozieł, ul. Na Piasku 12a, 44-122 Gliwice, PolandSilesian University of Technology, Faculty of Civil Engineering, ul. Akademicka 2A, 44-100 Gliwice, PolandSignificant subsoil deformation and additional loads from the new denitrification unit caused a major problem with the load-bearing capacity of the coal power plant. It was necessary to perform an advanced assessment of the technical condition of the structure. Laser scanning (LiDAR) were used to obtain detailed data upon structure. Based on the analysis of the point cloud, the location of the column axes was determined, which allowed to determine the global and local displacements of the structure. Spatial models of the structure were created. Non-linear analyses of the structure were carried out using two types of models: 1) global beam-shell 3D models of the boiler room used to calculate the magnitude of internal forces and deformations of the structure; 2) local beam-shell detailed models of selected structural elements. Based on the results of the calculations, necessary reinforcement of the structure was designed and successfully implemented. Advanced analysis of the structure using laser scanning, subsoil monitoring and complex numerical models made it possible to perform only local reinforcements of the entire complex structure.https://journals.pan.pl/Content/130764/ACE_2024_01_07.pdfsteel superstructuresubsoil settlementcoal plantlaser scanninglidartls
spellingShingle Szymon Skibicki
Tomasz Wróblewski
Wiesław Paczkowski
Krzysztof Kozieł
Marcin Matyl
Maciej Wisniowski
Reinforcement solution of damaged load-bearing frame structure in a coal power plant for additional loads
Archives of Civil Engineering
steel superstructure
subsoil settlement
coal plant
laser scanning
lidar
tls
title Reinforcement solution of damaged load-bearing frame structure in a coal power plant for additional loads
title_full Reinforcement solution of damaged load-bearing frame structure in a coal power plant for additional loads
title_fullStr Reinforcement solution of damaged load-bearing frame structure in a coal power plant for additional loads
title_full_unstemmed Reinforcement solution of damaged load-bearing frame structure in a coal power plant for additional loads
title_short Reinforcement solution of damaged load-bearing frame structure in a coal power plant for additional loads
title_sort reinforcement solution of damaged load bearing frame structure in a coal power plant for additional loads
topic steel superstructure
subsoil settlement
coal plant
laser scanning
lidar
tls
url https://journals.pan.pl/Content/130764/ACE_2024_01_07.pdf
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