In this work we derive elastoplastic and elastoviscoplastic finite element formulations for stress resultant bending analysis of thin metal plates. The principle of maximum plastic dissipation is used to obtain the ingredients of the small strain stress resultant plate elastoplasticy with state variables describing general isotropic and linear kinematic hardening. The ingredients of the plate stress resultant elastoviscoplasticy are further obtained by using the penalty-like form of the principle of maximum plastic dissipation. Such an approach enables single framework for numerical implementation of both considered inelastic stress resultant plate material models. The implementation is based on the spectral decomposition algorithm. For spa...
In this paper two plane strain quadrilateral elements with two and four variables, are proposed. The...
AbstractA finite strain viscoplastic nonlocal plasticity model is formulated and implemented numeric...
A brief description of the implementation in MARK, the general purpose finite element structural ana...
In this work, we revisit the stress resultant elastoplastic geometrically exact shell finite element...
With the Kirchhoff assumption, a stress resultant constitutive law as a function of the kinematic va...
A stress resultant theory is developed to efficiently model the nonlinear material behavior of plate...
An asymptotic model is constructed to describe the bending of thin sheets, or plates, of viscoplasti...
Due to the stringent design requirement for aerospace or nuclear structural components, considerable...
A stress resultant constitutive law in rate form is constructed for power-law hardening materials. T...
In a comparative study by the finite element technique has been applied to the analysis of elasto-pl...
An elastic‐plastic axisymmetric steel bending plate subjected to a repeated variable load (RVL) is c...
In this paper a new boundary element method formulation for elastoplastic analysis of plates with ge...
An efficient algorithm within the finite deformation framework is developed for finite element imple...
Summarization: The feasibility of advanced viscoplastic models for non‐linear boundary element analy...
The primary aim of this dissertation is to devise a new finite element model for large deformation a...
In this paper two plane strain quadrilateral elements with two and four variables, are proposed. The...
AbstractA finite strain viscoplastic nonlocal plasticity model is formulated and implemented numeric...
A brief description of the implementation in MARK, the general purpose finite element structural ana...
In this work, we revisit the stress resultant elastoplastic geometrically exact shell finite element...
With the Kirchhoff assumption, a stress resultant constitutive law as a function of the kinematic va...
A stress resultant theory is developed to efficiently model the nonlinear material behavior of plate...
An asymptotic model is constructed to describe the bending of thin sheets, or plates, of viscoplasti...
Due to the stringent design requirement for aerospace or nuclear structural components, considerable...
A stress resultant constitutive law in rate form is constructed for power-law hardening materials. T...
In a comparative study by the finite element technique has been applied to the analysis of elasto-pl...
An elastic‐plastic axisymmetric steel bending plate subjected to a repeated variable load (RVL) is c...
In this paper a new boundary element method formulation for elastoplastic analysis of plates with ge...
An efficient algorithm within the finite deformation framework is developed for finite element imple...
Summarization: The feasibility of advanced viscoplastic models for non‐linear boundary element analy...
The primary aim of this dissertation is to devise a new finite element model for large deformation a...
In this paper two plane strain quadrilateral elements with two and four variables, are proposed. The...
AbstractA finite strain viscoplastic nonlocal plasticity model is formulated and implemented numeric...
A brief description of the implementation in MARK, the general purpose finite element structural ana...