2016
DOI: 10.19072/ijet.259394
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Analysis of Bending Deflections of Functionally Graded Beams by Using Different Beam Theories and Symmetric Smoothed Particle Hydrodynamics

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Cited by 4 publications
(2 citation statements)
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“…where the axial and transverse displacements of any point on the neutral axis are (u and w) respectively, while (u 1 ) is a function that characterizes the effect of transverse shear strain on the middle surface of this FGB. Finally, f(z) is the shape function that is used to find the distribution of transverse shear stress and strain over the thickness direction and they have the following forms in this work: in the CBT, f (z) = 0; in the FSDT, f (z) = z; in the HSDT, f(z) =4z 3 /3h 2 (Karamanli 2016).…”
Section: Methodsmentioning
confidence: 99%
“…where the axial and transverse displacements of any point on the neutral axis are (u and w) respectively, while (u 1 ) is a function that characterizes the effect of transverse shear strain on the middle surface of this FGB. Finally, f(z) is the shape function that is used to find the distribution of transverse shear stress and strain over the thickness direction and they have the following forms in this work: in the CBT, f (z) = 0; in the FSDT, f (z) = z; in the HSDT, f(z) =4z 3 /3h 2 (Karamanli 2016).…”
Section: Methodsmentioning
confidence: 99%
“…In this case, the structure is uniformly discretized and the particles' number on thickness is 4, 5, 8, 10, 20, respectively. The transverse deflection of the central point is compared to the analytical solution given in [13,14], which is shown in Table 1. In the above table, EBT means the analytical solution using Euler Bernoulli Beam Theory and TBT using Timoshenko Beam Theory.…”
Section: Numerical Applicationsmentioning
confidence: 99%