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Wyszukujesz frazę "circular load" wg kryterium: Temat


Wyświetlanie 1-2 z 2
Tytuł:
Measures of Agreement Between Computation Programs and Experiment: The Case of Beams with Circular Cuts in their Webs
Autorzy:
Khouadjia, Mohamed Lyes Kamel
Temami, Oussama
Kessal, Oussama
Belkadi, Ahmed Abderraouf
Powiązania:
https://bibliotekanauki.pl/articles/27314711.pdf
Data publikacji:
2022
Wydawca:
Uniwersytet Zielonogórski. Oficyna Wydawnicza
Tematy:
cellular beam
circular cut
openings
load location
metal construction
inflexion-EF
belka ażurowa
cięcia kołowe
obciążenia
konstrukcje metalowe
Opis:
In the field of metal construction, cellular beams represent an attractive solution to meeting the various technical and economic constraints, especially for large-span buildings. In particular, they allow components linked to the construction to pass through their openings (ventilation ducts, electrical threads, etc.) and thus contribute to significantly reducing the thickness of the floors. However, the use of such beams requires special attention to comply with the regulations in force, in order to guarantee stability and behavior in line with the challenge of preserving the structures. This article focuses on the analysis of the measures of agreement between experiment and computation programs (strength of materials, Robot structures, and Inflexion-EF) results of the beams with circular cuts in their webs (IPE A 100), supported simply and subjected to a concentrated load. The experimental results show that the vertical displacement resulting from transverse compression is induced by various factors: length, cuts in their webs, location of the load, and stiffening of the beams. The comparison of experimental and theoretical results demonstrates the importance of experimental tests in validating theoretical results.
Źródło:
Civil and Environmental Engineering Reports; 2022, 32, 1; 74--87
2080-5187
2450-8594
Pojawia się w:
Civil and Environmental Engineering Reports
Dostawca treści:
Biblioteka Nauki
Artykuł
Tytuł:
Comparative analysis of buckling load of circular and corrugated tubes by utilizing key performance indicators
Autorzy:
Rahim, M. R.
Akhtar, S.
Bharti, P. K.
Powiązania:
https://bibliotekanauki.pl/articles/265589.pdf
Data publikacji:
2017
Wydawca:
Uniwersytet Zielonogórski. Oficyna Wydawnicza
Tematy:
buckling load
tubular structures
quasi-static
key performance indicators (KPIs)
circular and corrugated sections
konstrukcje rurowe
pianka aluminiowa
rura cienkościenna
Opis:
The performance of buckling load of tubular structures under quasi-static axial loading is quite appreciable, numerous tubes of various cross-section have been extensively investigated and corrugated sections have been designed to further improve the performance. In this paper, a carefully designed set of key performance indicators (KPIs) is utilized to assess and compare the buckling load of circular and corrugated tubes. A series of diagrams related to KPIs with various parameters of tubes are presented to demonstrate the influence of sectional configuration on the performance of tubes as well as the effect of the material on the potential of the same. The work is inestimable to engineering designs and applications, and further studies on the buckling load of other configurations.
Źródło:
International Journal of Applied Mechanics and Engineering; 2017, 22, 3; 789-797
1734-4492
2353-9003
Pojawia się w:
International Journal of Applied Mechanics and Engineering
Dostawca treści:
Biblioteka Nauki
Artykuł
    Wyświetlanie 1-2 z 2

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