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Lat. Am. j. solids struct. vol.14 número9

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Figure 1: A schematic representation of an Euler-Bernoulli beam fixed at one end and subjected to axial load
Figure 2: Non-dimensional deflection with varying values of amplitude
Table 2: Differences between the time marching solution of equation (5) by presented method and   different other schemes in literature
Figure 3: A comparison of time history of central deflection curve of beam. The time   step used for this simulation is 0.05 and the parameters      A  1
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