The permanent deformation of a rigid perfectly-plastic unsupported thin ring subjected to a concentrated time-dependent force acting along a diameter is calculated. The analysis is developed for a force pulse of arbitrary shape, and numerical results are obtained for the special case of a triangular force pulse. It is shown that, for sufficiently large values of the applied force, four plastic hinges develop along the ring. Two of the hinges are fixed, and the other two move along the ring as the force varies with time. The motion of the hinges is governed by a system of coupled nonlinear ordinary differential equations that are solved numerically. The parameters that describe the final plastic deformation of the ring are evaluated and show...
A study was made of the dynamic plastic response of two deformable beams colliding with each other. ...
In this work a stability analysis on flow localization in the dynamic expansion of ductile rings is ...
An analytical procedure, which retains the influence of finite deflections, is developed herein for...
The dynamic response of a circular ring, which is supported at its bottom by a wedge and impinged by...
The permanent deformation of a rigid perfectly-plastic beam subjected to a time-dependent line load ...
Experimental and numerical investigations have been carried out into the dynamic deformation of alum...
An analytical solution for the dynamic plastic deformation of a ring-stiffened cylindrical shell sub...
The deformation response of symmetrically supported, axially restrained beams subjected to uniformly...
This paper presents the theoretical solution to the response of a square plate undergoing plastic de...
The paper presents an experimental and numerical investigation into the dynamic behavior of one-dime...
Localised blast loads give rise to high gradients of overpressure detrimental to structural elements...
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...
Mode methods for rigid, perfectly plastic structures usually involve the definition of a basic mode ...
Combining the elastica theory, finite element (FE) analysis, and a geometrical topological experimen...
A study was made of the dynamic plastic response of two deformable beams colliding with each other. ...
In this work a stability analysis on flow localization in the dynamic expansion of ductile rings is ...
An analytical procedure, which retains the influence of finite deflections, is developed herein for...
The dynamic response of a circular ring, which is supported at its bottom by a wedge and impinged by...
The permanent deformation of a rigid perfectly-plastic beam subjected to a time-dependent line load ...
Experimental and numerical investigations have been carried out into the dynamic deformation of alum...
An analytical solution for the dynamic plastic deformation of a ring-stiffened cylindrical shell sub...
The deformation response of symmetrically supported, axially restrained beams subjected to uniformly...
This paper presents the theoretical solution to the response of a square plate undergoing plastic de...
The paper presents an experimental and numerical investigation into the dynamic behavior of one-dime...
Localised blast loads give rise to high gradients of overpressure detrimental to structural elements...
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...
Mode methods for rigid, perfectly plastic structures usually involve the definition of a basic mode ...
Combining the elastica theory, finite element (FE) analysis, and a geometrical topological experimen...
A study was made of the dynamic plastic response of two deformable beams colliding with each other. ...
In this work a stability analysis on flow localization in the dynamic expansion of ductile rings is ...
An analytical procedure, which retains the influence of finite deflections, is developed herein for...