An isogeometric formulation with a three-variable high order shear deformation theory for free vibration analysis of fg porous plates reinforced by graphene platelets
Số trang: 16
Loại file: pdf
Dung lượng: 1.92 MB
Lượt xem: 12
Lượt tải: 0
Xem trước 2 trang đầu tiên của tài liệu này:
Thông tin tài liệu:
In addition, the displacement field of THSDT needs the high continuity in approximated formulation with high-order derivatives for a weak form of fourth order equation. According to IGA formulation based on the generalized THSDT, the shear locking phenomenon is free. The variables of THSDT are less than HSDTs which contain five DOFs per node. The influences of weight fractions, the coefficient porosity, dispersion patterns of GPLs and distribution types of porosity on structure’s natural frequencies are studied through some numerical examples. In order to prove the reliability and accuracy of present method, the numerical results are compared to available published works.
Nội dung trích xuất từ tài liệu:
An isogeometric formulation with a three-variable high order shear deformation theory for free vibration analysis of fg porous plates reinforced by graphene platelets
Nội dung trích xuất từ tài liệu:
An isogeometric formulation with a three-variable high order shear deformation theory for free vibration analysis of fg porous plates reinforced by graphene platelets
Tìm kiếm theo từ khóa liên quan:
FG-porous plate Graphene platelet reinforcements Three-variable high order shear deformation theory Isogeometric analysis Free vibrationTài liệu liên quan:
-
14 trang 27 0 0
-
Free vibration of axially loaded microbeam in MEMS based on sinusoidal shear deformation theory
13 trang 20 0 0 -
Static analysis of piezoelectric functionally graded porous plates reinforced by graphene platelets
15 trang 15 0 0 -
Analysis of torsional vibration of diesel shaft system using hard coupling with working machine
6 trang 15 0 0 -
Transient analysis of functionally graded plates using extreme gradient boosting
11 trang 14 0 0 -
Free vibration and transient response of initially compressed cnt-reinforced composite plates
11 trang 13 0 0 -
Free vibration and dynamic response of sandwich composite plates with auxetic honeycomb core
14 trang 13 0 0 -
Upper bound limit analysis of 2D structures using lagrange extraction-based isogeometric analysis
8 trang 11 0 0 -
Damage identification of trusses using limited modal features and ensemble learning
12 trang 10 0 0 -
11 trang 9 0 0