Lat. Am. j. solids struct. vol.11 número14

Analytical solutions for the buckling configurations of beams and the natural frequencies of vibration around the buckled beam are obtained for a variety of non-classical

Simulation of irregular waves over submerged obstacle on a NURBS potential numerical wave tank..

The aim of the present work is to evaluate the quasi-static behavior of the shaft (displacements and opening of the crack) at different angular positions of the rotation.

In this paper, the free vibration behavior of post-buckled function- ally graded (FG) Mindlin rectangular microplates are described based on the modified couple stress theory

Latin American Journal of Solids and Structures 11 (2014) 2379-2407 Figure 4: SEA model of double composite panel lined with elastic porous material.. The equation according to

Three polynomial meta- models based on the evolved group method of data handling (GMDH) neural networks are employed to simply represent the specific energy absorption (SEA),

In each sub-problem, a set of internal pressure loads is applied to the crack surfaces, using the same normalized polynomial basis (i.e., each component has a maximum unitary

Damage quantification, Wave propagation, Meshfree method, Ra- dial basis function, Hermite Radial point interpolation... freedom are needed for the exact consideration of the