Finite Element Analysis of Ventilation System Fire Damper Dynamic Time-History
The paper presents results of the numerical analysis of the fire damper used in ventilation systems under the earthquake loading. The research was conducted in accordance with the recommendations of the Nuclear Safety Standards Commission. The aim of the analysis was to examine the fire damper with...
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Online Access: | https://doi.org/10.1515/pomr-2017-0143 |
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doaj-6942714983b64fec8ac995118604bd942021-09-05T13:59:51ZengSciendoPolish Maritime Research2083-74292017-12-0124411612310.1515/pomr-2017-0143pomr-2017-0143Finite Element Analysis of Ventilation System Fire Damper Dynamic Time-HistorySkibicki Ł Dariusz0Pejkowski Łukasz1Stopel Michał2UTP University of Science and Technology Kaliskiego, 7 85-796 Bydgoszcz, PolandUTP University of Science and Technology Kaliskiego, 7 85-796 Bydgoszcz, PolandUTP University of Science and Technology Kaliskiego, 7 85-796 Bydgoszcz, PolandThe paper presents results of the numerical analysis of the fire damper used in ventilation systems under the earthquake loading. The research was conducted in accordance with the recommendations of the Nuclear Safety Standards Commission. The aim of the analysis was to examine the fire damper with respect to its resistance to service loadings, structural integrity, and capability to stay operative after an earthquake. The analysis was carried out using the Finite Element Method in LS-Dyna software. The earthquake loading was modelled as accelerations, measured in three directions during the earthquake. For modelling of the materials behaviour, material models taking into account the influence of strain rate on hardening were used. The analysis consisted of three stages, which were: loading the construction with the earth gravity, earthquake simulation by loading with accelerations in three directions, and, finally, closing the fire damper. The analysis has shown that some of the construction elements undergo plastic deformations. However, the performed simulation of fire damper closing showed that despite these deformations, the device remains capable to keep its functionality and the damper closes hermetically. The results of the analysis were important design indications for the fire damper prototype.https://doi.org/10.1515/pomr-2017-0143fire barriersearthquakefinite element method |
collection |
DOAJ |
language |
English |
format |
Article |
sources |
DOAJ |
author |
Skibicki Ł Dariusz Pejkowski Łukasz Stopel Michał |
spellingShingle |
Skibicki Ł Dariusz Pejkowski Łukasz Stopel Michał Finite Element Analysis of Ventilation System Fire Damper Dynamic Time-History Polish Maritime Research fire barriers earthquake finite element method |
author_facet |
Skibicki Ł Dariusz Pejkowski Łukasz Stopel Michał |
author_sort |
Skibicki Ł Dariusz |
title |
Finite Element Analysis of Ventilation System Fire Damper Dynamic Time-History |
title_short |
Finite Element Analysis of Ventilation System Fire Damper Dynamic Time-History |
title_full |
Finite Element Analysis of Ventilation System Fire Damper Dynamic Time-History |
title_fullStr |
Finite Element Analysis of Ventilation System Fire Damper Dynamic Time-History |
title_full_unstemmed |
Finite Element Analysis of Ventilation System Fire Damper Dynamic Time-History |
title_sort |
finite element analysis of ventilation system fire damper dynamic time-history |
publisher |
Sciendo |
series |
Polish Maritime Research |
issn |
2083-7429 |
publishDate |
2017-12-01 |
description |
The paper presents results of the numerical analysis of the fire damper used in ventilation systems under the earthquake loading. The research was conducted in accordance with the recommendations of the Nuclear Safety Standards Commission. The aim of the analysis was to examine the fire damper with respect to its resistance to service loadings, structural integrity, and capability to stay operative after an earthquake. The analysis was carried out using the Finite Element Method in LS-Dyna software. The earthquake loading was modelled as accelerations, measured in three directions during the earthquake. For modelling of the materials behaviour, material models taking into account the influence of strain rate on hardening were used. The analysis consisted of three stages, which were: loading the construction with the earth gravity, earthquake simulation by loading with accelerations in three directions, and, finally, closing the fire damper. The analysis has shown that some of the construction elements undergo plastic deformations. However, the performed simulation of fire damper closing showed that despite these deformations, the device remains capable to keep its functionality and the damper closes hermetically. The results of the analysis were important design indications for the fire damper prototype. |
topic |
fire barriers earthquake finite element method |
url |
https://doi.org/10.1515/pomr-2017-0143 |
work_keys_str_mv |
AT skibickiłdariusz finiteelementanalysisofventilationsystemfiredamperdynamictimehistory AT pejkowskiłukasz finiteelementanalysisofventilationsystemfiredamperdynamictimehistory AT stopelmichał finiteelementanalysisofventilationsystemfiredamperdynamictimehistory |
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1717812888440143872 |