Results 101 to 110 of about 30,377 (259)
The effect of the Timoshenko theory and the Euler-Bernoulli theory are investigated in this paper through numerical and analytical analyses. The investigation was required to obtain the optimized position of the pipes support.
Dino Ključanin, Abaz Manđuka
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Closure to “Discussions of ‘Flexural Vibrations in Uniform Beams According to the Timoshenko Theory’” (1954, ASME J. Appl. Mech., 21, pp. 202–203) [PDF]
Robert A. Anderson
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In the existing reports regarding free and forced vibrations of the beams, most of them studied a uniform beam carrying various concentrated elements using Bernoulli-Euler Beam Theory (BET) but without axial force. The purpose of this paper is to utilize
Yusuf Yesilce
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Dynamic Stiffness Matrix for a Beam Element with Shear Deformation
A method for calculating the dynamic transfer and stiffness matrices for a straight Timoshenko shear beam is presented. The method is applicable to beams with arbitrarily shaped cross sections and places no restrictions on the orientation of the element ...
Walter D. Pilkey, Levent Kitiş
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TIMOSHENKO BEAM ELEMENT WITH ANISOTROPIC CROSS-SECTIONAL PROPERTIES [PDF]
Alexander R. Stäblein +1 more
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Vibration of infinite Timoshenko beam on Pasternak foundation under vehicular load [PDF]
Weili Luo, Yong Xia
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Mode Shape Analysis of Multiple Cracked Functionally Graded Timoshenko Beams
The present paper addresses free vibration of multiple cracked Timoshenko beams made of Functionally Graded Material (FGM). Cracks are modeled by rotational spring of stiffness calculated from the crack depth and material properties vary according to the
Tran Van Lien +2 more
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A Spinning Finite Beam Element of General Orientation Analyzed With Rayleigh/Timoshenko/Saint-Venant Theory [PDF]
Thomas Abrahamsson +1 more
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