| نویسندگان | محمد عارفی |
| نشریه | STEEL COMPOS STRUCT |
| تاریخ انتشار | 2015-3-01 |
| نمایه نشریه | ISI ,SCOPUS |
چکیده مقاله
This research deals with the analytical solution of a curved beam with different shapes made of
functionally graded materials (FGM’s). It was assumed that modulus of elasticity is graded along the
thickness direction of curved beam based on a power function. The beam was loaded under pure bending.
Using the linear theory of elasticity, the general relation for radial distribution of radial and circumferential
stresses of arbitrary cross section was derived. The effect of nonhomogeneity was considered on the radial
distribution of circumferential stress. This behavior can be investigated for positive and negative values of
nonhomogeneity index. The novelty of this study is application of the obtained results for different
combination of material properties and cross sections. Achieved results indicate that employing different
nonhomogeneity index and selection of various types of cross sections (rectangular, triangular or circular)
can control the distribution of radial and circumferential stresses as designer want and propose new solutions
by these options. Increasing the nonhomogeneity index for positive or negative values of nonhomogeneity
index and for various cross sections presents different behaviors along the thickness direction. In order to
validate the present research, the results of this research can be compared with previous result for reachable
cross sections and non homogeneity index.