TY - JOUR
T1 - Finite element formulation of a generalized higher order shear deformation theory for advanced composite plates
AU - Mantari, J. L.
AU - Guedes Soares, C.
N1 - Funding Information:
The first author has been financed by the Portuguese Foundation of Science and Technology under the contract number SFRH/BD/66847/2009.
PY - 2013/2
Y1 - 2013/2
N2 - This paper presents a generalized higher order shear deformation theory (HSDT) and its finite element formulation for the bending analysis of advanced composite plates such as functionally graded plates (FGPs). New shear strain shape functions are presented. The generalized HSDT accounts for non-linear and constant variation of in-plane and transverse displacement respectively through the plate thickness, complies with plate surface boundary conditions and do not require shear correction factors. The generalized finite element code is base on a continuous isoparametric Lagrangian finite element with seven degrees of freedom per node. Numerical results for different side-to-thickness ratio, aspect ratios, volume fraction, and simply supported boundary conditions are compared. Results show that new non-polynomial HSDTs solved by the proposed generalized finite element technique are more accurate than, for example, the well-known trigonometric HSDT, having the same DOFs. It is concluded that some non-polynomial shear strain shape functions are more effective than the polynomials counterparts.
AB - This paper presents a generalized higher order shear deformation theory (HSDT) and its finite element formulation for the bending analysis of advanced composite plates such as functionally graded plates (FGPs). New shear strain shape functions are presented. The generalized HSDT accounts for non-linear and constant variation of in-plane and transverse displacement respectively through the plate thickness, complies with plate surface boundary conditions and do not require shear correction factors. The generalized finite element code is base on a continuous isoparametric Lagrangian finite element with seven degrees of freedom per node. Numerical results for different side-to-thickness ratio, aspect ratios, volume fraction, and simply supported boundary conditions are compared. Results show that new non-polynomial HSDTs solved by the proposed generalized finite element technique are more accurate than, for example, the well-known trigonometric HSDT, having the same DOFs. It is concluded that some non-polynomial shear strain shape functions are more effective than the polynomials counterparts.
KW - Finite element
KW - Functionally graded plates
KW - Shear deformation
KW - Static analysis
UR - http://www.scopus.com/inward/record.url?scp=84870461262&partnerID=8YFLogxK
U2 - 10.1016/j.compstruct.2012.08.004
DO - 10.1016/j.compstruct.2012.08.004
M3 - Article
AN - SCOPUS:84870461262
SN - 0263-8223
VL - 96
SP - 545
EP - 553
JO - Composite Structures
JF - Composite Structures
ER -