Vibration analysis of functionally graded microbeams with a moving mass based on Timoshenko beam theory [PDF]
An Ninh Thi Vu +3 more
openalex +1 more source
On the accuracy of the Timoshenko beam theory above the critical frequency: best shear coefficient [PDF]
J. A. Franco-Villafañe +1 more
openalex +1 more source
Flutter Instability of Timoshenko Cantilever Beam Carrying Concentrated Mass on Various Locations
This paper presents effects of shear deformation on flutter instability of cantilever beam subject to a concentrated follower force. The discrete form of equation of motion is formulated based on the Lagrange.
Majid Sohrabian +2 more
doaj +1 more source
Dynamic Analysis of AFM in Air and Liquid Environments Considering Linear and Non-linear Interaction Forces by Timoshenko Beam Model [PDF]
The atomic force microscopy of the cantilever beam frequency response behaviour in the liquid environment is different in comparison with air environment.
P. Maleki Moghadam Abyaneh +3 more
doaj
Erratum to: Comments on the Dynamic Analysis of V-Shaped Atomic Force Microscopy in Liquid Environment by Considering Timoshenko Beam Theory [PDF]
Mehrnoosh Damircheli, M. H. Korayem
openalex +1 more source
Static and free vibration analysis of carbon nano wires based on Timoshenko beam theory using differential quadrature method [PDF]
Maziar Janghorban
openalex +1 more source
Discussion: “Timoshenko Beam Theory Is Not Always More Accurate Than Elementary Beam Theory” (Nicholson, J. W., and Simmonds, J. G., 1977, ASME J. Appl. Mech., 44, pp. 337–338) [PDF]
T. Leko
openalex +1 more source
Objective It is aimed to tackle the inefficient accuracy of traditional Euler-Bernoulli beam and Winkler foundation model in calculating settlement induced by shield under-passing existing tunnels. Method Based on the Timoshenko beam theory and Pasternak
WANG Liang +3 more
doaj +1 more source
Model building and analysis of S-type flexible hinges
ObjectiveThe analysis of flexure hinges in existing literature is mostly based on the Euler-Bernoulli beam model, which ignores the influence of shear deflection.
YU Mingwei +4 more
doaj

