In this paper, elastoplastic analyses of plane-stress and plane-strain structures are addressed. The traditional von Mises yield surface is assumed in the material constitutive model and its piecewise-linear (PWL) approximation is derived. An associated flow rule is adopted and a consistent linear mixed hardening rule is developed in the so called mixed formulation. The relevant mathematical programming (MP) problem, which aims at the maximization of the linear combination of plastic multipliers, is constructed. Restricted basis linear programming (RBLP) is used to solve the MP problem, while special provisions are accounted for to obtain nonholonomic solutions. In order to reduce the required storage space, the Revised Simplex method and ...
When loads increase proportionally beyond the elastic limit with elastic-plastic piecewise linear co...
When loads increase proportionally beyond the elastic limit with elastic-plastic piecewise linear co...
A robust algorithm is developed to solve plane strain limit analysis problems by means of the lower ...
In this paper, elastoplastic analyses of plane-stress and plane-strain structures are addressed. The...
In this paper, elastoplastic analyses of plane-stress and plane-strain structures are addressed. The...
In this paper, elastoplastic analyses of plane-stress and plane-strain structures are addressed. The...
This paper is concerned with nonlinear analysis of frames composed of softening materials. The previ...
This paper is concerned with nonlinear analysis of frames composed of softening materials. The previ...
This paper is concerned with nonlinear analysis of frames composed of softening materials. The previ...
This paper is concerned with nonlinear analysis of frames composed of softening materials. The previ...
This work presents a methodology for the determination of the collapse load in plane strain and plan...
This paper presents two complementary mathematical programming based approaches for the accurate saf...
When loads increase proportionally beyond the elastic limit with elastic-plastic piecewise linear co...
When loads increase proportionally beyond the elastic limit with elastic-plastic piecewise linear co...
When loads increase proportionally beyond the elastic limit with elastic-plastic piecewise linear co...
When loads increase proportionally beyond the elastic limit with elastic-plastic piecewise linear co...
When loads increase proportionally beyond the elastic limit with elastic-plastic piecewise linear co...
A robust algorithm is developed to solve plane strain limit analysis problems by means of the lower ...
In this paper, elastoplastic analyses of plane-stress and plane-strain structures are addressed. The...
In this paper, elastoplastic analyses of plane-stress and plane-strain structures are addressed. The...
In this paper, elastoplastic analyses of plane-stress and plane-strain structures are addressed. The...
This paper is concerned with nonlinear analysis of frames composed of softening materials. The previ...
This paper is concerned with nonlinear analysis of frames composed of softening materials. The previ...
This paper is concerned with nonlinear analysis of frames composed of softening materials. The previ...
This paper is concerned with nonlinear analysis of frames composed of softening materials. The previ...
This work presents a methodology for the determination of the collapse load in plane strain and plan...
This paper presents two complementary mathematical programming based approaches for the accurate saf...
When loads increase proportionally beyond the elastic limit with elastic-plastic piecewise linear co...
When loads increase proportionally beyond the elastic limit with elastic-plastic piecewise linear co...
When loads increase proportionally beyond the elastic limit with elastic-plastic piecewise linear co...
When loads increase proportionally beyond the elastic limit with elastic-plastic piecewise linear co...
When loads increase proportionally beyond the elastic limit with elastic-plastic piecewise linear co...
A robust algorithm is developed to solve plane strain limit analysis problems by means of the lower ...