Lat. Am. j. solids struct. vol.13 número4

Figure 6 : Dynamic pull-in variations of the diaphragm using modified couple stress theory ( ℓ =0.47 m) for different damping coefficients in comparison to the classical

Besides, the formulations in Eftekhari and Jafari (2014) and Eftekhari (2015) require the help of another method (modal technique or Ritz method) to handle the

A detailed parametric and comparative study is conducted to evaluate the effects of length scale parameter, material gradient index and aspect ratio predicted by the CT, MCST

Therefore, the multiaxial failure stresses obtained from quasi-static to dynamic tests are plotted in principal stress plane in order to probe the failure surface of the aluminum

Half Space; Generalized Thermoelasticity; Perturbation method; FGM; Variable Lamé’s modulii.. Modeling of Variable Lamé’s Modulii for a FGM Generalized Thermoelastic

Bolted Shear Connectors, Self-Compacting Concrete, Cold-Formed Steel, Composite Beam, Longitudinal Spacing, Push-out Test.. Bolted Shear Connectors Performance in Self-Compacting

Using the third-order shear deformation theory (TSDT), an ana- lytical solution for deformations and stresses of axisymmetric clamped-clamped thick cylindrical shells made

Beams under arbitrarily distributed transverse live loads, considered in the author's article (Kozikowska, 2014), had two most unfavorable load cases for the maximum bending