In this paper, a meshfree Galerkin approach is presented for analysis of free vibration and buckling of a strain gradient thin plate. A cubic moving least square or reproducing kernel approximation with C2 continuity is used to ensure convergence. Due to smoothness of the meshfree approximation, the only variable is the deflection of a thin plate. To improve the computational accuracy, a consistent integration scheme with gradient smoothing is introduced to construct stiffness and geometrical stiffness matrices. The effectiveness of such an approach is confirmed by numerical results, and it is superior to a standard Gauss integration based meshfree Galerkin method. Further, the influence of classical and high order boundary conditions is in...
The paper aims to develop a finite element methodology to deal with vibrations and buckling of lamin...
National Natural Science Foundation of China [10972188]; China Education Ministry [NCET-09-0678]; Fu...
A structural thin bending problem is essentially associated with a fourth-order partial differential...
© 2020 Elsevier Ltd The strain gradient (SG) theory, incorporating with thin beam and plate mode...
The element free Galerkin method is used to analyze free vibration of thin plates resting on Pastern...
The element free Galerkin method is used to analyze free vibration of thin plates resting on Pastern...
The element free Galerkin method is used to analyze free vibration of thin plates resting on Pastern...
Utilizing one of the mesh free methods, the present paper concerns static analysis of thin plates wi...
With the advancements being made in manufacturing technology, it is now possible to manufacture pane...
This paper develops a meshless approach, called Element Free Galerkin (EFG) method, which is based o...
The Moving Least Squares (MLS) approximation has been used with remarkable success as the basis of v...
In the present work we present a meshless natural neighbor Galerkin method for the bending and vibra...
A meshless element free Galerkin method (EFG) is presented to analyze the buckling of laminated comp...
An element-free Galerkin method for the solution of free vibration of symmetrically laminated folded...
A mesh-free Galerkin method for the free vibration analysis of unstiffened and stiffened corrugated ...
The paper aims to develop a finite element methodology to deal with vibrations and buckling of lamin...
National Natural Science Foundation of China [10972188]; China Education Ministry [NCET-09-0678]; Fu...
A structural thin bending problem is essentially associated with a fourth-order partial differential...
© 2020 Elsevier Ltd The strain gradient (SG) theory, incorporating with thin beam and plate mode...
The element free Galerkin method is used to analyze free vibration of thin plates resting on Pastern...
The element free Galerkin method is used to analyze free vibration of thin plates resting on Pastern...
The element free Galerkin method is used to analyze free vibration of thin plates resting on Pastern...
Utilizing one of the mesh free methods, the present paper concerns static analysis of thin plates wi...
With the advancements being made in manufacturing technology, it is now possible to manufacture pane...
This paper develops a meshless approach, called Element Free Galerkin (EFG) method, which is based o...
The Moving Least Squares (MLS) approximation has been used with remarkable success as the basis of v...
In the present work we present a meshless natural neighbor Galerkin method for the bending and vibra...
A meshless element free Galerkin method (EFG) is presented to analyze the buckling of laminated comp...
An element-free Galerkin method for the solution of free vibration of symmetrically laminated folded...
A mesh-free Galerkin method for the free vibration analysis of unstiffened and stiffened corrugated ...
The paper aims to develop a finite element methodology to deal with vibrations and buckling of lamin...
National Natural Science Foundation of China [10972188]; China Education Ministry [NCET-09-0678]; Fu...
A structural thin bending problem is essentially associated with a fourth-order partial differential...