Add to ORKGTwo-dimesional beam finite element based on Timoshenko 's beam theory is presented. Using hierarchycall approach, bending and shear stiffness matrices with linear and constant shear drformation acros the knght of the beam are formulated.U radu je analiziran ravanski linijski element zasnovan na Timošenkovoj grednoj teoriji štapa. Korišćenjem hijerarhijskog pristupa i standardne procedure metode konačnih elemenata formulisane su matrice krutosti savijanja za slučaj linearne i konstantne deformacije smicanja duž štapa
This paper presents a simplified finite element (FE) methodology for solving accurately beam models ...
Tez (Yüksek Lisans) -- İstanbul Teknik Üniversitesi, Fen Bilimleri Enstitüsü, 2004Thesis (M.Sc.) -- ...
Abstract The conventional Timoshenko piezoelectric beam finite elements based on First-order Shear D...
This paper presents the full closed-form solution of the governing equations describing the behaviou...
Usually a finite element with cubic deflection approximation function is applied when evaluating the...
In this paper the deformation of a Bernoulli beam resting on Winkler\u27s soil is reviewed in terms ...
The theory for a higher order shear-deformable beam model is first developed. It is based on a highe...
A method for calculating the dynamic transfer and stiffness matrices for a straight Timoshenko shear...
Abstract — In this paper, we consider the modal analysis of small frames. Firstly, we construct the ...
In this paper a new beam finite element is proposed for the solution of framed structures with semi-...
Beam is a horizontal structure element which can withstand the load by resisting the bending which u...
A new finite element is presented for linear magnetoelectric straight laminated beam subject to the...
In this thesis two topics of the beam theory are considered. The rst of them is concerned with the ...
This article presents the static bending of two-directional functionally graded (FG) beam by using s...
Abstract Nonlinear analyses using an updated Lagrangian formulation considering the Euler-Bernoulli ...
This paper presents a simplified finite element (FE) methodology for solving accurately beam models ...
Tez (Yüksek Lisans) -- İstanbul Teknik Üniversitesi, Fen Bilimleri Enstitüsü, 2004Thesis (M.Sc.) -- ...
Abstract The conventional Timoshenko piezoelectric beam finite elements based on First-order Shear D...
This paper presents the full closed-form solution of the governing equations describing the behaviou...
Usually a finite element with cubic deflection approximation function is applied when evaluating the...
In this paper the deformation of a Bernoulli beam resting on Winkler\u27s soil is reviewed in terms ...
The theory for a higher order shear-deformable beam model is first developed. It is based on a highe...
A method for calculating the dynamic transfer and stiffness matrices for a straight Timoshenko shear...
Abstract — In this paper, we consider the modal analysis of small frames. Firstly, we construct the ...
In this paper a new beam finite element is proposed for the solution of framed structures with semi-...
Beam is a horizontal structure element which can withstand the load by resisting the bending which u...
A new finite element is presented for linear magnetoelectric straight laminated beam subject to the...
In this thesis two topics of the beam theory are considered. The rst of them is concerned with the ...
This article presents the static bending of two-directional functionally graded (FG) beam by using s...
Abstract Nonlinear analyses using an updated Lagrangian formulation considering the Euler-Bernoulli ...
This paper presents a simplified finite element (FE) methodology for solving accurately beam models ...
Tez (Yüksek Lisans) -- İstanbul Teknik Üniversitesi, Fen Bilimleri Enstitüsü, 2004Thesis (M.Sc.) -- ...
Abstract The conventional Timoshenko piezoelectric beam finite elements based on First-order Shear D...