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Wyszukujesz frazę "plate stability" wg kryterium: Wszystkie pola


Wyświetlanie 1-2 z 2
Tytuł:
Analysis the dynamic stability of plate
Autorzy:
Misiak, J.
Stachura, S.
Powiązania:
https://bibliotekanauki.pl/articles/244181.pdf
Data publikacji:
2009
Wydawca:
Instytut Techniczny Wojsk Lotniczych
Opis:
In this paper a numerical approach to analyze the dynamic stability of a ribbed plate subjected to harmonic loading is presented. The harmonic balance method and the modified Newmark method of direct integration to solve the equations of motion are used, Unstable regions which include resonant frequencies of the external load are discussed. Then the Stability loss occurs by flutter, i.e. exponentially growing oscillations. The modified Newmark direct integration method to analyze the equations of motion is used. Some results which describe the time history of resonance vibrations (unstable) and those nonresonances (stable) are presented. The  effects of constraint parameters such a modulation depth beta and constraint frequency fi are investigated. Also the initial load and internal damping are taken into account. Physical rigidity of plate may be changed by adding initial tension load, and currently resonance vibration will transform to non-resonance. Stability of the system by means of initial load is the more effective, the larger is the system rigidity in the direction of putting the load, as then may be introduced larger value of initial load. Stability of the system by means of initial load is the more effective, the larger is the system rigidity.
Źródło:
Journal of KONES; 2009, 16, 1; 351-356
1231-4005
2354-0133
Pojawia się w:
Journal of KONES
Dostawca treści:
Biblioteka Nauki
Artykuł
Tytuł:
The influence of transverse and longitudinal stiffeners on stability of steel plate girder
Autorzy:
Misiak, J.
Stachura, S.
Powiązania:
https://bibliotekanauki.pl/articles/246780.pdf
Data publikacji:
2015
Wydawca:
Instytut Techniczny Wojsk Lotniczych
Tematy:
static equilibrium
global stability
web local buckling
plate girder stiffeners
finite element method
Opis:
An analysis of flexural work of a plate girder in elastic range has been made in the work taking into account stiffeners of a web as a counteraction to web buckling effect. A path of states of flexural equilibrium has been determined as well, also taking into account the axial compressive force. The analysed plate girder has relatively large span and then the bending moment is a dominant one among internal forces, the normal compressive stresses determine local stability loss and application of the transverse stiffeners does not much affect increase of resistance to local stability loss. On the other hand, use of the longitudinal stiffeners increases the buckling sensitivity coefficient, i.e. results in increase of global buckling resistance. Application of the transverse and longitudinal stiffeners over the whole span of the plate girder causes that its global buckling resistance increases about twice, as the value of the buckling sensitivity coefficient raises from 6.04 to 13.24, while its weight increases not much − by 11%. The transverse stiffeners will have meaning when the tangential stresses from shearing forces that usually occur in the areas of support have the crucial influence on local stability loss. Other cases of occurring significant shearing forces are plate girders under overhead cranes and plate girders of railway bridges that are loaded with large forces concentrated at the places of contact with vehicles’ wheels.
Źródło:
Journal of KONES; 2015, 22, 4; 201-209
1231-4005
2354-0133
Pojawia się w:
Journal of KONES
Dostawca treści:
Biblioteka Nauki
Artykuł
    Wyświetlanie 1-2 z 2

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