Bending analysis of a ceramic-metal arched bridge using a mixed first-order theory |
| |
Authors: | A M Zenkour D S Mashat |
| |
Institution: | (1) Department of Mathematics, Faculty of Science, King AbdulAziz University, P.O. Box 80203, Jeddah, 21589, Saudi Arabia;(2) Present address: Department of Mathematics, Faculty of Education, Kafr El-Sheikh University, Kafr El-Sheikh, 33516, Egypt;(3) Department of Mathematics, College of Girl’s Education, Holy Makkah, 3653, Saudi Arabia |
| |
Abstract: | In this research, the bending analysis of an arched bridge is presented based on a mixed first-order thick beam one dimensional
plate theory. The present arched bridge is considered as a beam with boundary conditions at its edges, which may be simply-supported,
and between these two edges, the beam may have quadratic thickness variation. The bridge consists of two layers; the upper
flat one is made from an isotropic homogeneous material such as ceramic, and the lower arched layer is made from an isotropic
non-homogeneous functionally graded ceramic-metal material. The upper-surface of the arched layer, which represents the interface
between the two layers, is ceramic-rich material while the lower-surface of the arched layer is metal-rich material. This
structure eliminates interface problem of the arched bridge and thus the stress distributions are smooth. A closed form solution
is developed for the static response of such bridge subjected to different distributed loads. The effects of many parameters
on the displacements and stresses are investigated. The sample numerical examples presented herein for bending response of
the present arched bridge should serve as references for future comparisons. |
| |
Keywords: | |
本文献已被 SpringerLink 等数据库收录! |
|