Strength and stability of structures with nodes flexible in terms of shift

Distribution of internal forces in bar structures in relation to rotational flexibility of their nodes is widely discussed in the literature. However, the investigations concerning such structures with nodes flexible in terms of shift are less frequent. This paper presents examples of structures,...

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Main Author: Jan Zamorowski
Format: Article
Language:English
Published: Warsaw University of Life Sciences 2021-04-01
Series:Acta Scientiarum Polonorum. Architectura
Subjects:
Online Access:http://www.architectura.actapol.net/tom20/zeszyt1/20_1_51.pdf
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spelling doaj-eae7079462af432dacba1cc18310d4512021-07-30T09:08:53ZengWarsaw University of Life SciencesActa Scientiarum Polonorum. Architectura1644-06332544-17602021-04-01201516410.22630/ASPA.2021.20.1.6Strength and stability of structures with nodes flexible in terms of shiftJan Zamorowski0https://orcid.org/0000-0003-4394-4821Faculty of Materials, Civil and Environmental Engineering, University of Bielsko-Biala, Bielsko-Biała, PolandDistribution of internal forces in bar structures in relation to rotational flexibility of their nodes is widely discussed in the literature. However, the investigations concerning such structures with nodes flexible in terms of shift are less frequent. This paper presents examples of structures, in which the shift flexibility of lap joints determined their load-bearing capacity and stability, as well as the serviceability limit states. A low-rise dome, a covering of the exhibition hall in Chorzów, which collapsed in 2006, and a mobile telephony tower were depicted. Mechanical models describing rotational stiffness and shift flexibility of various lap joints by means of component method were used. Mathematical model by Kishi and Chen was applied to model the susceptibility of lap joints under alternating loads. In case of the low-rise dome, the results indicated that the failure was determined by joint clearances. In case of covering of the exhibition hall in Chorzów, flexibility of joints resulted in excessive utilization of resistance in certain lattice purlins, which could have initiated the disaster. In turn, flexibility of connections rarely considered in the design of mobile phone towers may result in an excessive sway of the tower legs on which the antennas of the radio link are suspended and thus interfere transmitted signals. The study showed that there is a need to take into account the influence of flexible nodes, not only in the structures sensible to deformations like low-rise domes, but also in the other structures, like mobile phone towers, in which their serviceability limit state is decisive.http://www.architectura.actapol.net/tom20/zeszyt1/20_1_51.pdfnodes flexibility in terms of shiftflexibility lap joints in terms of shift and rotationmodelling of structures with nodes flexible in terms of shift
collection DOAJ
language English
format Article
sources DOAJ
author Jan Zamorowski
spellingShingle Jan Zamorowski
Strength and stability of structures with nodes flexible in terms of shift
Acta Scientiarum Polonorum. Architectura
nodes flexibility in terms of shift
flexibility lap joints in terms of shift and rotation
modelling of structures with nodes flexible in terms of shift
author_facet Jan Zamorowski
author_sort Jan Zamorowski
title Strength and stability of structures with nodes flexible in terms of shift
title_short Strength and stability of structures with nodes flexible in terms of shift
title_full Strength and stability of structures with nodes flexible in terms of shift
title_fullStr Strength and stability of structures with nodes flexible in terms of shift
title_full_unstemmed Strength and stability of structures with nodes flexible in terms of shift
title_sort strength and stability of structures with nodes flexible in terms of shift
publisher Warsaw University of Life Sciences
series Acta Scientiarum Polonorum. Architectura
issn 1644-0633
2544-1760
publishDate 2021-04-01
description Distribution of internal forces in bar structures in relation to rotational flexibility of their nodes is widely discussed in the literature. However, the investigations concerning such structures with nodes flexible in terms of shift are less frequent. This paper presents examples of structures, in which the shift flexibility of lap joints determined their load-bearing capacity and stability, as well as the serviceability limit states. A low-rise dome, a covering of the exhibition hall in Chorzów, which collapsed in 2006, and a mobile telephony tower were depicted. Mechanical models describing rotational stiffness and shift flexibility of various lap joints by means of component method were used. Mathematical model by Kishi and Chen was applied to model the susceptibility of lap joints under alternating loads. In case of the low-rise dome, the results indicated that the failure was determined by joint clearances. In case of covering of the exhibition hall in Chorzów, flexibility of joints resulted in excessive utilization of resistance in certain lattice purlins, which could have initiated the disaster. In turn, flexibility of connections rarely considered in the design of mobile phone towers may result in an excessive sway of the tower legs on which the antennas of the radio link are suspended and thus interfere transmitted signals. The study showed that there is a need to take into account the influence of flexible nodes, not only in the structures sensible to deformations like low-rise domes, but also in the other structures, like mobile phone towers, in which their serviceability limit state is decisive.
topic nodes flexibility in terms of shift
flexibility lap joints in terms of shift and rotation
modelling of structures with nodes flexible in terms of shift
url http://www.architectura.actapol.net/tom20/zeszyt1/20_1_51.pdf
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