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Deterministic and stochastic free vibration analysis of CNT reinforced functionally graded cantilever plates. [PDF]
Padhiyar M, Karsh PK, Bandhania GK.
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From Deformation Monitoring to Mechanism Insight: Assessing Sudden Subsidence Risk via an Improved 2D SBAS-InSAR and Physical Modeling Approach. [PDF]
Du Q +6 more
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Vibration Analysis of Shape Memory Alloy Enhanced Multi-Layered Composite Beams with Asymmetric Material Behavior. [PDF]
Samadi-Aghdam K +4 more
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Dynamic shaping of multi-touch stimuli by programmable acoustic metamaterial. [PDF]
Daunizeau T +3 more
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A Finite Element Study of Bimodulus Materials with 2D Constitutive Relations in Non-Principal Stress Directions. [PDF]
Dong C +7 more
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The Shear Coefficient in Timoshenko’s Beam Theory
Journal of Applied Mechanics, Transactions ASME, 1966The equations of Timoshenko’s beam theory are derived by integration of the equations of three-dimensional elasticity theory. A new formula for the shear coefficient comes out of the derivation. Numerical values of the shear coefficient are presented and compared with values obtained by other writers.
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Flexural Vibrations and Timoshenko's Beam Theory
AIAA Journal, 1974This paper is a study of flexural elastic vibrations of Timoshenko beams with due allowance for the effects of rotary inertia and shear. Two independent formulations are developed, one based on the concepts proposed by Timoshenko and the other on the extended Rayleigh-Ritz energy method.
AALAMI B., ATZORI, BRUNO
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2021
This chapter presents the analytical description of thick, or so-called shear-flexible, beam members according to the Timoshenko theory. Based on the three basic equations of continuum mechanics, i.e., the kinematics relationship, the constitutive law, and the equilibrium equation, the partial differential equations, which describe the physical problem,
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This chapter presents the analytical description of thick, or so-called shear-flexible, beam members according to the Timoshenko theory. Based on the three basic equations of continuum mechanics, i.e., the kinematics relationship, the constitutive law, and the equilibrium equation, the partial differential equations, which describe the physical problem,
openaire +1 more source

