Lat. Am. j. solids struct. vol.13 número9

11, under low impulse loading ( I = 6.63 10 × − 6 ), the mid-span velocities of the front and back beams reach the equal value in the first phase, and then goes into phase III-

For linear material, one can see that the thermal properties are char- acterized by the classical symmetric thermal expansion tensor and the new size-dependent skew-symmetric

The dowel action of the back face rebars and the strengthening layers had no role in ultimate punching load (i.e. first peak load). ii) Although the strengthened slabs showed

In this work we plan to apply the experimental design method on the experimental results found by Deokar, A (2011), concerning the effect of the size and position of

(2009) Axisymmetric bending and buckling analysis of thick functionally graded circular plates using unconstrained third-order shear deformation plate theory, Compos. (2004)

The material parameters taken as uncertain are residual surface stress, surface elastic modulus, the small scale parameter of the nonlocal theory and

in section 5, notice that despite the simplicity of the numerical model used (elastoplastic beam elements implemented in a commercial package Ls-Dyna), and the lack of details

Unlike previous studies that utilizing natural frequencies from one direction, both axial and bending natural frequencies are used together to determine crack size and location,