Search Results - "Aminbaghai, M."

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  1. 1

    Exact solution of the bending vibration problem of FGM beams with variation of material properties by Murín, J., Aminbaghai, M., Kutiš, V.

    Published in Engineering structures (01-06-2010)
    “…In the theoretical part of this contribution we deal with deriving a fourth-order differential equation of the functionally graded material (FGM) beam…”
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    Journal Article
  2. 2

    Rigorous amendment of Vlasov's theory for thin elastic plates on elastic Winkler foundations, based on the Principle of Virtual Power by Höller, R., Aminbaghai, M., Eberhardsteiner, L., Eberhardsteiner, J., Blab, R., Pichler, B., Hellmich, C.

    Published in European journal of mechanics, A, Solids (01-01-2019)
    “…Deflection modes relevant for plates with rigidly supported edges are commonly used as kind of “approximation” for the deformation behavior of plates which are…”
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    Journal Article
  3. 3

    Modal analysis of the FGM beams with effect of the shear correction function by Murin, J., Aminbaghai, M., Hrabovský, J., Kutiš, V., Kugler, S.

    Published in Composites. Part B, Engineering (01-02-2013)
    “…In the proposed contribution the effect of the shear correction function is originally studied and evaluated in modal analysis of the functionally graded…”
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  4. 4

    Modal analysis of the FGM beams with effect of axial force under longitudinal variable elastic Winkler foundation by Murin, J., Aminbaghai, M., Kutis, V., Hrabovsky, J.

    Published in Engineering structures (01-04-2013)
    “…► Free vibration analysis of the 2-D functionally graded material beam has been presented. ► Varying Winkler elastic foundation has been considered. ►…”
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  5. 5

    Modal analysis of the FGM-beams with continuous transversal symmetric and longitudinal variation of material properties with effect of large axial force by Aminbaghai, M., Murín, J., Kutiš, V.

    Published in Engineering structures (2012)
    “…► Modal analysis of the 2D functionally graded beam. ► Spatial continuous variation of material properties was considered. ► Two homogenization methods were…”
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  6. 6

    A new 3D Timoshenko finite beam element including non-uniform torsion of open and closed cross sections by Murín, J., Aminbaghai, M., Kutiš, V., Královič, V., Sedlár, T., Goga, V., Mang, H.

    Published in Engineering structures (01-02-2014)
    “…•A new linear-elastic 3D Timoshenko finite element beam is presented.•Constant open and hollow cross sections are considered.•The effect of the secondary…”
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    Journal Article
  7. 7

    Elastostatic Analysis of the Spatial FGM Structures by Murín, J., Aminbaghai, M., Hrabovský, J.

    “…In this contribution, results of elastostatic analysis of spatial composite beam structures are presented using our new beam finite element of double symmetric…”
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  8. 8

    Points of inflection of special eigenvalue functions as indicators of stiffness maxima/minima of proportionally loaded structures by Wagner, A., Kalliauer, J., Aminbaghai, M., Mang, H.A.

    “…The stiffness of a proportionally loaded structure may continuously increase or decrease. As a special exception, it may be constant. On the other hand, an…”
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  9. 9
  10. 10

    Determination of the first eigenfrequency of single beams with constant distribution and single masses considering any kind of bearing by Aminbaghai, M, Rowohl, D

    Published in Die Bautechnik (01-01-2003)
    “…This paper presents an analysis to determine the first eigenfrequency of single beams with constant distribution and single masses considering any kind of…”
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    Journal Article
  11. 11

    Ermittlung der ersten Eigenfrequenz von Einzelstäben mit konstanter Massenbelegung und Einzelmasse sowie mit beliebigen Lagerungen by Aminbaghai, M., Rowohl, D.

    Published in Die Bautechnik (01-01-2003)
    “…Dieser Beitrag beinhaltet die analytische Herleitung der ersten Eigenfrequenz von Einzelstäben mit konstanter Massenbelegung und Einzelmasse sowie mit…”
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