[PDF] Top 20 Semantic-based web services for devices selection

... Therefore, the exact solution to free vibration of elastically restrained Timoshenko beam on an arbitrary variable elastic foundation using Green Function is pre sented in thi[r] ... Voir le document complet

... Other two slabs were also analysed, a 4m square slab and a 2m width by 4m length rectangular slab respectively shown in Figure 10; both of them were 10 cm thick and subjected to an increas ing uniform distributed load. ... Voir le document complet

... To investigate the effects of the interaction of cracks, extended finite element method has been uti lized to simulate the brittle fracture of a plate containing two offset cracks. The e[r] ... Voir le document complet

... [r] ... Voir le document complet

... of Solids and Structures 12 (2015) 2581 2617 factors of the members, and p is the number of rigid nodes and structure supports, and [Ι] is a unique matrix with an equal rank with ... Voir le document complet

... Q.L. Xiong, X.G. Tian. (2011b). Transient Magneto Thermoelastic Response For A Semi Infinite Body With Voids And Variable Material Properties During Thermal Shock, International Journal of Applied Mechanics, 3(4): 881 ... Voir le document complet

... [r] ... Voir le document complet

... The results obtained from 87 experimental ítems for several materials under in-phase and out- of-phase alternated bending and torsion loading are presented in Figures 3-4 and Tables 10-11. These predictions are compared ... Voir le document complet

... tational scheme can provide second order estimates of the mean and variance without using the derivatives of the system matrices; therefore, compared with the traditional comp[r] ... Voir le document complet

... [r] ... Voir le document complet

... Evangelista, F., Roesler, J.R., Duarte, C.A. (2013). Two-scale approach to predict multi-site cracking potential in 3-d structures using the generalized finite element method, International Journal of Solids and ... Voir le document complet

... Generally, the rigidity of a pile is considerably higher than the ground soil. Thus, the pile body can obstruct the horizontal displacement transfer of the soil between piles for its shielding effect, with the result ... Voir le document complet

... By observing workspace volumes based on Table 3, it is seen that the maximum workspace vol- ume is related to Hexa manipulator which is 92% and is 45% more than Hunt type and Zamanov type manipulators, ... Voir le document complet

... Campos, W. R. C., Rabello E. G., Mansur, T. R., Scaldaferri, D. H. B., Paula, R. G. Souto, J. P. R. S. and Carvalho Júnior I. T., Residual Stress Measurements in the Dissimilar Metal Weld in Pressurizer Safety ... Voir le document complet

... Experiments were conducted on the modified Φ37mm Split Hopkinson Pressure Bar(SHPB) as dis- played in Fig. 1. The TiNi alloy plate sample in PE state is 220ⅹ220ⅹ2mm 3 in size and 12 M10 pre-stressed bolts are ... Voir le document complet

... figure 12 the collapse criteria suggested in Albernaz and Cunha (2013) based on an asymptotic critical radius of collapse was turned off in this specific simu- ... Voir le document complet

... (3) There are differences in the dynamic responses based on the single-layer and double-layer track models, and the differences in both the maximum lateral and vertical dynamic response[r] ... Voir le document complet

... A modified stress function approach is developed here to recon struct induced stress, residual stress and eigenstrain fields from limited experimental measurements. The present approach is suc cessfully applied to ... Voir le document complet

... [r] ... Voir le document complet

... An investigation on the effect of uniform tensile in plane force on the radially symmetric vibratory characteristics of functionally graded circular plates of linearly varyi[r] ... Voir le document complet