In numerical analysis the failure of engineering materials is controlled through specifying yield envelopes (or surfaces) that bound the allowable stress in the material. Simple examples include the prismatic von Mises (circle) and Tresca (hexagon) yield surfaces. However, each surface is distinct and requires a specific equation describing the shape of the surface to be formulated in each case. These equations impact on the numerical implementation (specifically relating to stress integration) of the models and therefore a separate algorithm must be constructed for each model. This paper presents, for the first time, a way to construct yield surfaces using techniques from isogeometric analysis [1], such that different yield surface...
ABSTRACT: A new integration algorithm for plastic deformation is derived in combination with the ani...
Efficient product development constitutes a workflow in which design, analysis, optimization, and ma...
In this paper we present numerical simulations of soil plasticity using isogeometric analysis compar...
In numerical analysis the failure of engineering materials is controlled through specifying yield en...
In numerical analysis the failure of engineering materials is controlled through specifying yield e...
This paper extends the non-uniform rational basis spline (NURBS) plasticity framework of Coombs et a...
In numerical analysis the failure of engineering materials is controlled through specifying yield en...
In numerical analysis the failure of engineering materials is controlled through specifying yield en...
This paper presents a new Modified Cam Clay (MCC) type yield function, that is designed for robust a...
In this paper, we have modified the stress integration scheme proposed by Choi and Yoon [1]; which i...
Gradient-dependent plasticity can be used to achieve mesh-objective results upon loss of well-posedn...
Yield and plastic potential surfaces are often affected by problems related to convexity. One such p...
Directionally dependent descriptions of the yield behavior of metals as determined by polycrystal pl...
A new return method for implicit integration of linear isotropic yield criteria is presented. The ba...
Isogeometric Analysis has the potential to achieve efficient integration of CAD and Finite Element A...
ABSTRACT: A new integration algorithm for plastic deformation is derived in combination with the ani...
Efficient product development constitutes a workflow in which design, analysis, optimization, and ma...
In this paper we present numerical simulations of soil plasticity using isogeometric analysis compar...
In numerical analysis the failure of engineering materials is controlled through specifying yield en...
In numerical analysis the failure of engineering materials is controlled through specifying yield e...
This paper extends the non-uniform rational basis spline (NURBS) plasticity framework of Coombs et a...
In numerical analysis the failure of engineering materials is controlled through specifying yield en...
In numerical analysis the failure of engineering materials is controlled through specifying yield en...
This paper presents a new Modified Cam Clay (MCC) type yield function, that is designed for robust a...
In this paper, we have modified the stress integration scheme proposed by Choi and Yoon [1]; which i...
Gradient-dependent plasticity can be used to achieve mesh-objective results upon loss of well-posedn...
Yield and plastic potential surfaces are often affected by problems related to convexity. One such p...
Directionally dependent descriptions of the yield behavior of metals as determined by polycrystal pl...
A new return method for implicit integration of linear isotropic yield criteria is presented. The ba...
Isogeometric Analysis has the potential to achieve efficient integration of CAD and Finite Element A...
ABSTRACT: A new integration algorithm for plastic deformation is derived in combination with the ani...
Efficient product development constitutes a workflow in which design, analysis, optimization, and ma...
In this paper we present numerical simulations of soil plasticity using isogeometric analysis compar...