A finite element formulation, based on assumed stress functions, is developed for the linear elastic analysis of the stresses in two-dimensional elasticity problems, including multiply-connected regions and flat plate bending. For planar analysis the Airy stress function is utilized. The physical significance of the Airy stress function and its normal derivatives are brought out. A new technique is introduced to account for traction type boundary conditions. A family of rectangular finite elements, which enables the direct insertion of stress type boundary conditions, and two higher-order rectangular elements which enable continuous stress variations along the interelement boundaries are constructed using blending function interpolants. In ...
A boundary element methodology is developed for the analysis of two-dimensional linear elastic bodie...
The Integrated Force Method has been developed in recent years for the analysis of structural mechan...
A modified two-dimensional quadrilateral plane stress element and a modified three-dimensional brick...
A set of finite element formulations is derived from first-principles of Mechanics, namely, equilibr...
It is common knowledge that the method of finite elements is one of the most attractive and efficien...
An analysis of the finite deformation of an elastic body using the finite element method is investig...
An analysis of the finite deformation of an elastic body using the finite element method is investig...
SIGLEAvailable from British Library Document Supply Centre- DSC:D59437 / BLDSC - British Library Doc...
The basic concepts of Finite Element Analysis (FEA) are presented by applying the technique to devel...
A new method to evaluate the stress intensity factors for plates of arbitary shape by conventional f...
The paper aims to formulate assumed stress finite elements for the analysis of elastoplastic structu...
Low interlaminar strength and the consequent possibility of interlaminar failures in composite lamin...
In this paper, two efficient elements for analyzing thin plate bending are proposed. They are a tria...
Low interlaminar strength and the consequent possibility of interlaminar failures in composite lamin...
The article deals with methods of creating a rectangular wall-beam finite element with eight degrees...
A boundary element methodology is developed for the analysis of two-dimensional linear elastic bodie...
The Integrated Force Method has been developed in recent years for the analysis of structural mechan...
A modified two-dimensional quadrilateral plane stress element and a modified three-dimensional brick...
A set of finite element formulations is derived from first-principles of Mechanics, namely, equilibr...
It is common knowledge that the method of finite elements is one of the most attractive and efficien...
An analysis of the finite deformation of an elastic body using the finite element method is investig...
An analysis of the finite deformation of an elastic body using the finite element method is investig...
SIGLEAvailable from British Library Document Supply Centre- DSC:D59437 / BLDSC - British Library Doc...
The basic concepts of Finite Element Analysis (FEA) are presented by applying the technique to devel...
A new method to evaluate the stress intensity factors for plates of arbitary shape by conventional f...
The paper aims to formulate assumed stress finite elements for the analysis of elastoplastic structu...
Low interlaminar strength and the consequent possibility of interlaminar failures in composite lamin...
In this paper, two efficient elements for analyzing thin plate bending are proposed. They are a tria...
Low interlaminar strength and the consequent possibility of interlaminar failures in composite lamin...
The article deals with methods of creating a rectangular wall-beam finite element with eight degrees...
A boundary element methodology is developed for the analysis of two-dimensional linear elastic bodie...
The Integrated Force Method has been developed in recent years for the analysis of structural mechan...
A modified two-dimensional quadrilateral plane stress element and a modified three-dimensional brick...