Flexural analysis of cross-ply laminated beams using layerwise trigonometric shear deformation theory

Abstract

In the present work, a layerwise trigonometric shear deformation theory is used for the analysis of two layered (90/0) cross ply laminated simply supported and fixed beams subjected to sinusoidal load. The displacement field of the present theory consists of trigonometric sine function in terms of thickness coordinate to take into account the effect of transverse shear deformation. Theory satisfies the transverse shear stress free boundary conditions at top and bottom surfaces of the beam. This model satisfies the constitutive relationship between shear stress and shear strain in both the layers and the axial displacement compatibility at the interface. Virtual work principle is employed to obtain governing equations and boundary conditions. Closed form solution technique has the limitation of simply supported boundary condition. In the present work general solution technique is developed, which can be used for any type of boundary and loading conditions. The transverse shear stresses are obtained using constitutive relation as well from the use of equilibrium equations. The results of displacements and stresses obtained by present theory are compared with the available results in the literature.

Bending analysis of laminated composite and sandwich beams according to refined trigonometric beam theory

“…Shimpi and Ghugal [36] have developed layerwise trigonometric shear deformation theory for the bending analysis of antisymmetric laminated beams and obtained solution by using Navier solution technique which is further extended by Ghugal and Shinde [37] for the flexural analysis of antisymmetric laminated beams with various boundary conditions by using general solution technique. The displacement field of the theory is…”

Stress analysis of laminated composite and soft core sandwich beams using a simple higher order shear deformation theory

“…Aguiar et al (2012) carried out static analysis of composite beams of different cross-sections using mixed and displacement based models. Ghugal and Shinde (2013) extended the layerwise trigonometric shear deformation theory of Shimpi and Ghugal (2001) for the bending analysis of two layered anti-symmetric laminated composite beams with various boundary conditions. Recently, Sayyad et al (2015) developed a new trigonometric shear deformation theory for the bending analysis of laminated composite and sandwich beams.…”