In this paper an innovative numerical method named as line element-less method, LEM, for finding solution of torsion problem has been extended to all shaped sections, including sections possessing re-entrant angles at their boundary. The response solution in terms of shear stress field or Prandtl function or warping function in all domain and for any kind of domain with arbitrary contour, may be performed quickly, calculating line integrals only. The method takes full advantage of the theory of analytic complex function and is robust in the sense that returns exact solution if this exists. Numerical implementation of LEM has been developed using Mathematica software without resorting to any discretization neither in the domain nor in the bo...
In this paper, a novel complex potential function for the solution of the flexure–torsion problem in...
A computer programme has been developed to solve for torsion of solids of revolution by numerical so...
The classical theory of thin-walled members has been applied extensively in practice. Since the theo...
In this paper an innovative numerical method named as line element-less method, LEM, for finding sol...
In this paper a new numerical method for finding approximate solutions of the torsion problem is pro...
This paper deals with the extension of a novel numerical technique, labelled Line Element-less Metho...
This paper provides solutions for De Saint-Venant torsion problem on a beam with arbitrary and unif...
Since the epoch-making "memoir" of Saint-Venant in 1855 the torsion of prismatic and cilindrical bar...
In this paper a boundary element method is developed for calculating torsional rigidity of inhomogen...
The problem of the torsion of beams of ⊥ and L-cross-sections has received attention from very few a...
An innovative procedure is introduced for the analysis of arbitrarily shaped thin plates with variou...
Determining the shear stress of a structural element caused by torsion is a vital problem. The analy...
Many torque carrying members have circular sections such as shafts. However, there are certain struc...
The stress-function for the torsion of bars with polygonal section is obtained by an adaptation of t...
Determining the shear stress of a structural element caused by torsion is a vital problem. The analy...
In this paper, a novel complex potential function for the solution of the flexure–torsion problem in...
A computer programme has been developed to solve for torsion of solids of revolution by numerical so...
The classical theory of thin-walled members has been applied extensively in practice. Since the theo...
In this paper an innovative numerical method named as line element-less method, LEM, for finding sol...
In this paper a new numerical method for finding approximate solutions of the torsion problem is pro...
This paper deals with the extension of a novel numerical technique, labelled Line Element-less Metho...
This paper provides solutions for De Saint-Venant torsion problem on a beam with arbitrary and unif...
Since the epoch-making "memoir" of Saint-Venant in 1855 the torsion of prismatic and cilindrical bar...
In this paper a boundary element method is developed for calculating torsional rigidity of inhomogen...
The problem of the torsion of beams of ⊥ and L-cross-sections has received attention from very few a...
An innovative procedure is introduced for the analysis of arbitrarily shaped thin plates with variou...
Determining the shear stress of a structural element caused by torsion is a vital problem. The analy...
Many torque carrying members have circular sections such as shafts. However, there are certain struc...
The stress-function for the torsion of bars with polygonal section is obtained by an adaptation of t...
Determining the shear stress of a structural element caused by torsion is a vital problem. The analy...
In this paper, a novel complex potential function for the solution of the flexure–torsion problem in...
A computer programme has been developed to solve for torsion of solids of revolution by numerical so...
The classical theory of thin-walled members has been applied extensively in practice. Since the theo...