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Wyszukujesz frazę "deflection" wg kryterium: Temat


Wyświetlanie 1-4 z 4
Tytuł:
Stress distribution in an anisotropic beam subjected to load
Autorzy:
Kyzioł, L.
Powiązania:
https://bibliotekanauki.pl/articles/241691.pdf
Data publikacji:
2018
Wydawca:
Instytut Techniczny Wojsk Lotniczych
Tematy:
isotropic material
anisotropic material
beam deflection
stress distribution in the beam
Opis:
The article presents the physical equations describing the isotropic and anisotropic materials. Orthotropic material and monotropic are special varieties of anisotropy. Constructional steel, pine wood and polyester-glass composite were tested. The beams were made from these materials. The beams were subjected to external loads. The external load caused internal forces in beams. Calculations of stress distribution were carried out by finite element method (Patran – Nastran software). The calculation results allowed for precise illustrate the distribution of stress especially in layered materials. The load is basically a transmitted through the strong layers of composite. This is illustrated in the figures. Wood is materials of a layered structure and is classified as inhomogeneous materials. Whereas steel is considered as a homogeneous material. Passing from the level of microscopic inhomogeneity to the macroscopic homogeneous level is called homogenization. This method formulates the macroscopic description by homogenizing microscopic properties. For the purpose of mathematical description of a material, the real centre can be substituted by a homogeneous centre. The homogenization method is commonly used to describe the properties of rocks, wood, composites, reinforced concrete, as well as human osseous tissues. The description of the mechanical properties of isotropic materials is based on the theory of elasticity, while the anisotropic materials are based on the anisotropic theory of elasticity. Calculations of anisotropic materials are quite complicated (large number of physical quantities) and sometimes-approximate results are obtained.
Źródło:
Journal of KONES; 2018, 25, 2; 207-214
1231-4005
2354-0133
Pojawia się w:
Journal of KONES
Dostawca treści:
Biblioteka Nauki
Artykuł
Tytuł:
Elastic beam resting on Vlasov elastic foundation and subjected to an external concentrated load
Belka sprężysta spoczywająca na podłożu sprężystym Własowa o wybranych warunkach brzegowych
Autorzy:
Nagirniak, M.
Rusakov, K.
Powiązania:
https://bibliotekanauki.pl/articles/2084076.pdf
Data publikacji:
2021
Wydawca:
Szkoła Główna Gospodarstwa Wiejskiego w Warszawie. Wydawnictwo Szkoły Głównej Gospodarstwa Wiejskiego w Warszawie
Tematy:
elastic beam
Vlasov foundation
cross-sectional forces
beam deflection
displacement
disappearance function
Opis:
The paper presents the problem of bending of a beam uniformly loaded along its entire length, resting freely on an elastic Vlasov foundation with an additional external load G applied to the ground at a distance a from the beam end. The given example is a special case of a beam resting freely on an elastic foundation, which is present in many cases of building practice. The paper considers an approximate solution for the influence of an additional load G on the deflection and cross-sectional forces of a beam resting freely on Vlasov elastic subsoil. Graphs of a deflection of the beam and of a soil surface layer beyond the limits of the beam, as well as graphs of bending moments and transverse forces in the beam have been presented. The influence of an additional load applied in a distance a on the deflection and cross-sectional forces in the beam has been investigated.
Źródło:
Acta Scientiarum Polonorum. Architectura; 2021, 20, 4; 29-35
1644-0633
Pojawia się w:
Acta Scientiarum Polonorum. Architectura
Dostawca treści:
Biblioteka Nauki
Artykuł
Tytuł:
Test results of the damaged T-section beams
Wyniki badań doświadczalnych uszkodzonych belek o przekroju teowym
Autorzy:
Ismael, A. M.
Powiązania:
https://bibliotekanauki.pl/articles/2068360.pdf
Data publikacji:
2013
Wydawca:
Politechnika Częstochowska
Tematy:
belka teowa
ugięcie belki
nośność
nośność resztkowa
T-beam
beam deflection
bearing capacity
load carrying capacity
residual load carrying capacity
Opis:
The aim of the paper is the experimental determination of residual bearing capacity prototypes - beams with damaged shelf. Tests conducted to study the effect of beam damage on its residual load carrying capacity. In this paper it is proved that the type of damage affects the residual load-bearing captivity, the nature of the occurrence and the further development of cracks, the beam deflection.
W artykule przedstawiono wyniki badań doświadczalnych belek teowych z uszkodzoną półką. Badania wykonano w celu przestudiowania wpływu uszkodzeń na resztkową nośność belek. Udowodniono, że rodzaj uszkodzenia wpływa na resztkową nośność, charakter występowania i dalszy rozwój rys oraz ugięcie belek.
Źródło:
Zeszyty Naukowe Politechniki Częstochowskiej. Budownictwo; 2013, 19 (169); 20--25
0860-7214
Pojawia się w:
Zeszyty Naukowe Politechniki Częstochowskiej. Budownictwo
Dostawca treści:
Biblioteka Nauki
Artykuł
Tytuł:
Multi-criteria diagnostics of historic buildings with the use of 3D laser scanning (a case study)
Autorzy:
Szymczak-Graczyk, Anna
Walczak, Zbigniew
Ksit, Barbara
Szyguła, Zdzisław
Powiązania:
https://bibliotekanauki.pl/articles/2173661.pdf
Data publikacji:
2022
Wydawca:
Polska Akademia Nauk. Czytelnia Czasopism PAN
Tematy:
laser scanning
diagnostics
historic buildings
limit state method
beam deflection
mycological test
skanowanie laserowe
diagnostyka
budynek historyczny
metoda stanów granicznych
ugięcie belki
test mikologiczny
Opis:
The protection and use of historic buildings is a difficult and costly task. Most often, these objects are under conservatory protection and any interference in their structure requires appropriate consent. On the other hand, conducting construction works on historic buildings carries a high risk of their damage or even destruction. Therefore, proper prior diagnostics is an extremely important factor affecting the scope and manner of works to be conducted. The paper presents the use of 3D scanning to determine the deflection of the ceiling under the Column Hall of the historic Palace, the floor of which showed elasticity, recorded during changing service loads. After identifying the places with the greatest deflections, based on data from 3D laser scanning, test holes were made and wood samples from the ceiling were taken to perform moisture content and mycological tests. An endoscopic inspection camera was inserted into test holes, providing the basis for recognizing the structure of the ceiling, i.e. arrangement of layers as well as dimensions and spacing of ceiling beams. Strength calculations were made with the limit state method resulted in the determination of the maximum permissible service load on the ceiling. The presented course of action in diagnostics of the analysed historic building may be an example of a preliminary procedure to be taken before deciding on changes in the manner of use of historic buildings or the functionalities of their individual parts.
Źródło:
Bulletin of the Polish Academy of Sciences. Technical Sciences; 2022, 70, 2; art. no. e140373
0239-7528
Pojawia się w:
Bulletin of the Polish Academy of Sciences. Technical Sciences
Dostawca treści:
Biblioteka Nauki
Artykuł
    Wyświetlanie 1-4 z 4

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