To simulate metal!forming processes\ one has to calculate the stressÐstrain state of the metal\ i[e[ to solve the relevant boundary!value problems[ Progress in the theory of plasticity in that respect is well known\ for example\ via the slip!line method\ the \_nite element method\ etc[#\ yet many un
A method for calculating the stress–strain state in the general boundary value problem of metal forming—part 2. Impact of a bar against a rigid obstacle
✍ Scribed by V.L Kolmogorov; L.F Spevak; A.V Gorshkov
- Publisher
- Elsevier Science
- Year
- 1999
- Tongue
- English
- Weight
- 406 KB
- Volume
- 36
- Category
- Article
- ISSN
- 0020-7683
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✦ Synopsis
The method for calculating stressÐstrain state and fracture proposed by Kolmogorov "0884# and in Part 0 of this present paper is illustrated by the simple problem of a thin bar impacting a rigid obstacle[ Known exact solutions are used to test the method[ On the basis of the stability theory\ the one!dimensional solution has been shown to be legitimate[ Mathematical simulation of bar fragmentation resulting from impact has been carried out[ Þ 0887 Elsevier Science Ltd[ All rights reserved[ 0[ Calculation of stressÐstrain state on elastic bar impact Suppose a thin bar of length L moves at a rate v and at t t 9 9 begins to interact with a rigid obstacle "Fig[ 0#[ The stress and strain states for t × t 9 need to be de_ned[ The bar is assumed to be incompressible and isotropic[ Besides\ the mass forces "excepting inertial# are assumed to be negligible\ and the constitutive equations "physical coupling equations# for deviators are rep! resented by some functionals[ In the subsequent discussion\ the Lagrangian variables x\ 9 ¾ x ¾ L will be used[ As a Lagrangian coordinate we take the coordinates of the particles at the instant t t 9 \ and in the problem discussed in this section they will coincide with Eulerian ones\ as the deformations are small[ In our problem\ the variational equation for the principle of virtual velocities and stresses "see e[g[ Kolmogorov\ 0884^Kolmogorov\ 0875# at an arbitrary _xed instant of time has the form dI d 6g L 9 "s ij j? ij ¦rw i v? i # dx 7 9[ "0#
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