Approximate Solutions of Problems of Plane Plastic Flow

1950 ◽  
Vol 17 (3) ◽  
pp. 257-264
Author(s):  
P. G. Hodge

Abstract A method of approximating the stress and velocity fields in problems of plane plastic flow is presented. A general procedure for finding the deformed pattern of an originally square grid is devised and applied to two examples. The results are compared with known continuous solutions and with experiments.

1956 ◽  
Vol 9 (4) ◽  
pp. 419
Author(s):  
W Freiberger

This paper deals with the problem of the plastic deformation of a beam under the action of three perfectly rough rigid dies, two dies applied to one side, one die to the other side of the beam, the single die being situated between the two others. It is treated as a problem of plane plastic flow. Discontinuous stress and velocity fields are assumed and upper and lower bounds for the pressure sufficient to cause pronounced plastic yielding determined by limit analysis.


Author(s):  
Shiro Kobayashi ◽  
Soo-Ik Oh ◽  
Taylan Altan

This chapter is concerned with the formulations and solutions for plane plastic flow. In plane plastic flow, velocities of all points occur in planes parallel to a certain plane, say the (x, y) plane, and are independent of the distance from that plane. The Cartesian components of the velocity vector u are ux(x, y), uy(x, y), and uz = 0. For analyzing the deformation of rigid-perfectly plastic and rate-insensitive materials, a mathematically sound slip-line field theory was established (see the books on metal forming listed in Chap. 1). The solution techniques have been well developed, and the collection of slip-line solutions now available is large. Although these slip-line solutions provide valuable insight into deformation modes and forming loads, slip-line field analysis becomes unwieldy for nonsteady-state problems where the field has to be updated as deformation proceeds to account for changes in material boundaries. Furthermore, the neglect of work-hardening, strain-rate, and temperature effects is inappropriate for certain types of problems. Many investigators, notably Oxley and his co-workers, have attempted to account for some of these effects in the construction of slip-line fields. However, by so doing, the problem becomes analytically difficult, and recourse is made to experimental determination of velocity fields, similarly to the visioplasticity method. Some of this work is summarized in Reference [2]. The applications of the finite-element method are particularly effective to the problems for which the slip-line solutions are difficult to obtain. The finite-element formulation specific to plane flow is recapitulated here.


1954 ◽  
Vol 25 (4) ◽  
pp. 491-493 ◽  
Author(s):  
E. T. Onat ◽  
W. Prager

1969 ◽  
Vol 5 (11) ◽  
pp. 1244-1245
Author(s):  
S. P. Yakovlev ◽  
V. F. Kuzin

2019 ◽  
Vol 20 (2) ◽  
pp. 330-340
Author(s):  
Nikolai Dmitrievich Tutyshkin ◽  
Vadim Yurievich Travin

1963 ◽  
Vol 30 (4) ◽  
pp. 625-627
Author(s):  
M. J. Hillier

A method of interpretation of slip-line field solutions is proposed. Contour maps showing lines joining points of equal vertical or horizontal displacement velocity are plotted superimposed on the slip-line field pattern for a number of known solutions. The method has the advantage of emphasizing the nature of the theoretical characteristic curves and suggests a method of comparison with experiment.


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