This article examines the dynamic plastic response of an impulsively loaded ideal fiber-reinforced (strongly anisotropic) rigid-plastic beam. It is demonstrated that the response duration and permanent transverse displacements are significantly less than the corresponding quantities in an “equivalent” rigid perfectly plastic isotropic beam
This paper re-examines the plastic shear failure of impulsively loaded clamped beams. A dimensional ...
A numerical procedure is developed herein for the dynamic plastic analysis of ideal fibre-reinforced...
The paper is concerned with the dynamic response of impulsively loaded rigid-perfectly plastic struc...
This paper presents a theoretical analysis for the dynamic response of a rigid-perfectly plastic sim...
This paper presents a theoretical analysis for the dynamic response of a rigid-perfectly plastic sim...
A phenomenological model is produced to represent propagation of a strong shock where particle veloc...
This paper concerns the dynamic behaviour of rigid, perfectly plastic simply supported beams with fi...
This paper concerns the dynamic behaviour of rigid, perfectly plastic simply supported beams with fi...
A previously proposed quasi-static procedure is adopted in this paper to estimate the dynamic plasti...
The initial, small deflection response of a free-free beam subjected to a concentrated step-load at ...
The deformation response of symmetrically supported, axially restrained beams subjected to uniformly...
Yu and Stronge (1990) employed a membrane factor to represent the large deflection effect in the dyn...
This investigation examines the full dynamic response of a beam made of an ideally-plastic softening...
The paper is concerned with the dynamic response of impulsively loaded rigid-perfectly plastic struc...
The dynamic response of a strain-softening beam subjected to a transverse impulsive on its tip is in...
This paper re-examines the plastic shear failure of impulsively loaded clamped beams. A dimensional ...
A numerical procedure is developed herein for the dynamic plastic analysis of ideal fibre-reinforced...
The paper is concerned with the dynamic response of impulsively loaded rigid-perfectly plastic struc...
This paper presents a theoretical analysis for the dynamic response of a rigid-perfectly plastic sim...
This paper presents a theoretical analysis for the dynamic response of a rigid-perfectly plastic sim...
A phenomenological model is produced to represent propagation of a strong shock where particle veloc...
This paper concerns the dynamic behaviour of rigid, perfectly plastic simply supported beams with fi...
This paper concerns the dynamic behaviour of rigid, perfectly plastic simply supported beams with fi...
A previously proposed quasi-static procedure is adopted in this paper to estimate the dynamic plasti...
The initial, small deflection response of a free-free beam subjected to a concentrated step-load at ...
The deformation response of symmetrically supported, axially restrained beams subjected to uniformly...
Yu and Stronge (1990) employed a membrane factor to represent the large deflection effect in the dyn...
This investigation examines the full dynamic response of a beam made of an ideally-plastic softening...
The paper is concerned with the dynamic response of impulsively loaded rigid-perfectly plastic struc...
The dynamic response of a strain-softening beam subjected to a transverse impulsive on its tip is in...
This paper re-examines the plastic shear failure of impulsively loaded clamped beams. A dimensional ...
A numerical procedure is developed herein for the dynamic plastic analysis of ideal fibre-reinforced...
The paper is concerned with the dynamic response of impulsively loaded rigid-perfectly plastic struc...