For the first time, the finite integral transform method is introduced to explore the accurate bending analysis of orthotropic rectangular thin plates with two adjacent edges free and the others clamped or simply supported. Previous solutions mostly focused on plates with simply supported and clamped edges, but the existence of free corner makes the solution procedure much complex to solve by conventional inverse/semi-inverse methods. Compared with the conventional methods, the employed method eliminates the need to preselect the deflection function, which makes it more reasonable and theoretical for calculating the mechanical responses of the plates. Moreover, the approach used can also analyze static problems of moderately thick plates an...
This paper presents a unified exact analysis for the statics and dynamics of a class of thick lamina...
AbstractThe thin plate model leads to a differential equation of fourth-order, while the mixed first...
Approximate solutions for the non-linear bending of thin rectangular plates are presented considerin...
AbstractExact bending solutions of fully clamped orthotropic rectangular thin plates subjected to ar...
This study presents exact bending solution of fully clamped orthotropic rectangular plates subjected...
In this paper, a two-dimensional generalized finite integral transform method is developed for new a...
The generalized integral transform technique (GITT) is employed to obtain an exact solution for the ...
The explicit solutions for the natural frequencies and mode shapes of the orthotropic rectangular pl...
Many types of engineering structures can be effectively modelled as orthotropic plates with opposite...
The scope of the segmentation method is extended to the solution of orthotropic rectangular plates, ...
In this paper, the method of initial functions (MIF) is used to solve the problem of bending an ort...
The article describes the problem of stability of elastic orthotropic rectangular plates for the cas...
Exact solutions for static bending of symmetric laminated orthotropic plates with different L\ue9vy-...
Exact solutions for static bending of symmetric laminated orthotropic plates with different Lévy-typ...
A first endeavor is made in this paper to explore new analytic buckling solutions of moderately thic...
This paper presents a unified exact analysis for the statics and dynamics of a class of thick lamina...
AbstractThe thin plate model leads to a differential equation of fourth-order, while the mixed first...
Approximate solutions for the non-linear bending of thin rectangular plates are presented considerin...
AbstractExact bending solutions of fully clamped orthotropic rectangular thin plates subjected to ar...
This study presents exact bending solution of fully clamped orthotropic rectangular plates subjected...
In this paper, a two-dimensional generalized finite integral transform method is developed for new a...
The generalized integral transform technique (GITT) is employed to obtain an exact solution for the ...
The explicit solutions for the natural frequencies and mode shapes of the orthotropic rectangular pl...
Many types of engineering structures can be effectively modelled as orthotropic plates with opposite...
The scope of the segmentation method is extended to the solution of orthotropic rectangular plates, ...
In this paper, the method of initial functions (MIF) is used to solve the problem of bending an ort...
The article describes the problem of stability of elastic orthotropic rectangular plates for the cas...
Exact solutions for static bending of symmetric laminated orthotropic plates with different L\ue9vy-...
Exact solutions for static bending of symmetric laminated orthotropic plates with different Lévy-typ...
A first endeavor is made in this paper to explore new analytic buckling solutions of moderately thic...
This paper presents a unified exact analysis for the statics and dynamics of a class of thick lamina...
AbstractThe thin plate model leads to a differential equation of fourth-order, while the mixed first...
Approximate solutions for the non-linear bending of thin rectangular plates are presented considerin...