PLANE STRAIN POLAR ELASTICITY OF FIBRE-REINFORCED FUNCTIONALLY GRADED MATERIALS AND STRUCTURES
Küçük Resim Yok
Tarih
2019
Dergi Başlığı
Dergi ISSN
Cilt Başlığı
Yayıncı
Mathematical Science Publ
Erişim Hakkı
info:eu-repo/semantics/openAccess
Özet
This study investigates the flexural response of a linearly elastic rectangular strip reinforced in a functionally graded manner by a single family of straight fibres resistant in bending. Fibre bending resistance is associated with the thickness of fibres which, in turn, is considered measurable through use of some intrinsic material length parameter involved in the definition of a corresponding elastic modulus. Solution of the relevant set of governing differential equations is achieved computationally, with the use of a well-established semianalytical mathematical method. A connection of this solution with its homogeneous fibre-reinforced material counterpart enables the corresponding homogeneous fibrous composite to be regarded as a source of a set of equivalent functionally graded structures, each one of which is formed through inhomogeneous redistribution of the same volume of fibres within the same matrix material. A subsequent stress and couple-stress analysis provides details of the manner in which the flexural response of the polar structural component of interest is affected by certain types of inhomogeneous fibre distribution.
Açıklama
Anahtar Kelimeler
Cylindrical Bending, Elastic Beams, Elastic Plates, Fibre Bending Stiffness, Fibre-Reinforced Structures, Functionally Graded Structures, Plane Strain Elasticity, Polar Elasticity, Linear Elasticity, Foundation, Solids
Kaynak
Journal Of Mechanics Of Materials And Structures
WoS Q Değeri
Q4
Scopus Q Değeri
Q3
Cilt
14
Sayı
4
