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

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

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Later, empirical formulations for estimation of ultimate strength of continuous stiffened aluminium plates under combined longitudinal in-plane compression and

For example, Kaveh and Talatahari (2010 b,c,d , 2012) utilized Charged System Search (CSS) to optimal design of frame, gril- lage and skeletal structures and Imperialist