Add to ORKGAs a part of developing a 'consistent' finite element library for the analysis of isotropic/anisotropic structures, a shearflexible 3-node general curved beam element, with redistributed consistent Memberane strain, Transverse (both inplane and out-ofplane)Shear strains and Stress Resultants, is implemented in SAP IV for successful analysis of the curved, tapered and twisted isotropic as well as arbitrarily layered composite beam structures
Most studies on the three-noded quadratic Timoshenko beam element have been based on a 2-point Gauss...
Three-dimensional beams, finite deformations, torsion warping deformation, arbitrary cross sections,...
The present paper aims to explore an alternatice interpolation strategy for the assumed displacement...
As a part of developing a 'consistent' finite element library for the analysis of isotropic/anisotro...
As a first step in developing a general purpose software for static and dynamic analysis of 3-dimens...
Dist pcal The aim of this report is to present a consistent theory for the deformation of a naturall...
Copyright © 2002 American Society of Civil EngineersA horizontally curved beam element of arbitrary ...
Most studies on the three-noded quadratic Timoshenko beam13; element have been based on a 2-point Ga...
A new simple one-dimensional two-node layered beam element with only 2 degrees of freedom per node i...
Most studies on the three-noded quadratic Timoshenko beam13; element have been based on a 2-point Ga...
Most studies on the three-noded quadratic Timoshenko beam13; element have been based on a 2-point Ga...
Most studies on the three-noded quadratic Timoshenko beam13; element have been based on a 2-point Ga...
The conventional finite element formulation has limitations in performing the static and buckling an...
Several 1-D, 2-D and 3-D (linear and quadratic) C degree continuous finite elements were developed f...
Several 1-D, 2-D and 3-D (linear and quadratic) C degree continuous finite elements were developed f...
Most studies on the three-noded quadratic Timoshenko beam element have been based on a 2-point Gauss...
Three-dimensional beams, finite deformations, torsion warping deformation, arbitrary cross sections,...
The present paper aims to explore an alternatice interpolation strategy for the assumed displacement...
As a part of developing a 'consistent' finite element library for the analysis of isotropic/anisotro...
As a first step in developing a general purpose software for static and dynamic analysis of 3-dimens...
Dist pcal The aim of this report is to present a consistent theory for the deformation of a naturall...
Copyright © 2002 American Society of Civil EngineersA horizontally curved beam element of arbitrary ...
Most studies on the three-noded quadratic Timoshenko beam13; element have been based on a 2-point Ga...
A new simple one-dimensional two-node layered beam element with only 2 degrees of freedom per node i...
Most studies on the three-noded quadratic Timoshenko beam13; element have been based on a 2-point Ga...
Most studies on the three-noded quadratic Timoshenko beam13; element have been based on a 2-point Ga...
Most studies on the three-noded quadratic Timoshenko beam13; element have been based on a 2-point Ga...
The conventional finite element formulation has limitations in performing the static and buckling an...
Several 1-D, 2-D and 3-D (linear and quadratic) C degree continuous finite elements were developed f...
Several 1-D, 2-D and 3-D (linear and quadratic) C degree continuous finite elements were developed f...
Most studies on the three-noded quadratic Timoshenko beam element have been based on a 2-point Gauss...
Three-dimensional beams, finite deformations, torsion warping deformation, arbitrary cross sections,...
The present paper aims to explore an alternatice interpolation strategy for the assumed displacement...