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Title

MODAL ANALYSIS OF STEPPED TIMOSHENKO SHAFTS BY THE FINITE ELEMENT METHOD

Pages

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Abstract

 IN THIS PAPER, FREE VIBRATION ANALYSIS OF A STEPPED TIMOSHENKO SHAFT WITH NEGLIGIBLE DAMPING IS INVESTIGATED BY MEANS OF THE FINITE ELEMENT METHOD IN BOTH UNIFORM AND NON-UNIFORM STATUS. NON-UNIFORMITY IS ASSUMED TO BE IN CROSS SECTIONAL AREA OF THE SHAFT WHERE THE MIDDLE PART OF THE STEPPED SHAFT IS IN CONICAL FORM. THE TIMOSHENKO BEAM ELEMENT WITH LINEAR SHAPE FUNCTIONS WAS USED FOR THE FINITE ELEMENT MODELING OF THE SHAFT. ASSEMBLING OF MASS AND STIFFNESS MATRICES, EQUATION OF MOTION DERIVATION AND EIGENVALUE SOLUTION WERE PERFORMED BY USE OF MATLAB SOFTWARE. NATURAL FREQUENCIES OF THE SHAFT WERE CALCULATED AND THEIR CORRESPONDING MODE SHAPES WERE PLOTTED FOR TWO BOUNDARY CONDITIONS NAMELY CLAMPED AND SIMPLY SUPPORTED. THE DIFFERENCE BETWEEN NATURAL FREQUENCIES OBTAINED FROM THE TIMOSHENKO MODEL WERE COMPARED WITH THOSE FROM CLASSICAL BERNOULLI-EULER THEORY AND THE EFFECTS OF ROTARY INERTIA AND SHEAR DEFORMATION ON THE MAGNITUDES OF CALCULATED NATURAL FREQUENCIES WERE STUDIED. IT HAS BEEN OBSERVED THAT UNIFORM STEPPED SHAFTS ARE STIFFER THAN NON-UNIFORM STEPPED ONES FOR EQUAL AMOUNT OF MASS, SINCE THEIR FREQUENCY PARAMETER IS HIGHER. ADDITIONALLY, IT BECAME EVIDENT THAT THE EFFECTS OF TRANSVERSE SHEAR AND ROTARY INERTIA WILL BE MUCH MORE PRONOUNCED AS THE MODE NUMBER INCREASES.

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  • Cite

    APA: Copy

    SEDIGHI, MOHAMMAD, & Hosseini, Hiwa. (2015). MODAL ANALYSIS OF STEPPED TIMOSHENKO SHAFTS BY THE FINITE ELEMENT METHOD. CONFERENCE OF IRANIAN AEROSPACE SOCIETY. SID. https://sid.ir/paper/945611/en

    Vancouver: Copy

    SEDIGHI MOHAMMAD, Hosseini Hiwa. MODAL ANALYSIS OF STEPPED TIMOSHENKO SHAFTS BY THE FINITE ELEMENT METHOD. 2015. Available from: https://sid.ir/paper/945611/en

    IEEE: Copy

    MOHAMMAD SEDIGHI, and Hiwa Hosseini, “MODAL ANALYSIS OF STEPPED TIMOSHENKO SHAFTS BY THE FINITE ELEMENT METHOD,” presented at the CONFERENCE OF IRANIAN AEROSPACE SOCIETY. 2015, [Online]. Available: https://sid.ir/paper/945611/en

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