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<item>
  <id>04007881</id>
  <dt>a</dt>
  <an>04007881</an>
  <augroup>
    <au>Marini, L.D.</au>
  </augroup>
  <ti>Numerical approximation and error estimates for elastic-plastic torsion problems in multiply connected domains.</ti>
  <so>Unilateral problems in structural analysis, Proc. 2nd Meet., Ravello/Italy 1983, CISM Courses Lect. 288, 119-142 (1985).</so>
  <py>1985</py>
  <pu></pu>
  <lagroup>
    <la>EN</la>
  </lagroup>
  <ccgroup>
  </ccgroup>
  <utgroup>
    <ut>conforming finite elements</ut>
    <ut>piecewise linear approximation</ut>
    <ut>ideal plasticity</ut>
    <ut>elastic-plastic torsion</ut>
    <ut>rods</ut>
    <ut>multiply connected sections</ut>
    <ut>two obstacle minimization problem</ut>
    <ut>implicit variational problems</ut>
  </utgroup>
  <cigroup>
    <ci>Zbl 0581.00018</ci>
    <ci>Zbl 0346.49003</ci>
  </cigroup>
  <ligroup>
  </ligroup>
  <abgroup>
    <ab>[For the entire collection see Zbl 0581.00018.] The main objective of this paper is the numerical analysis of a classical problem of ideal plasticity: the elastic-plastic torsion of rods having multiply connected sections. Prior to this the problem is formulated as the two obstacle minimization problem. If $\Omega\sb k$ $(k=1,...,n)$ stand for the holes in the cross section of the rod then the stress function assumes constant (unknown) values over $\Omega\sb k$. To find these values a second minimization problem has to be solved. Thus in fact the elastic-plastic torsion problem studied belongs to the so-called implicit variational problems [see {\it U. Mosco}, Nonlin. Oper. Calc. Var., Summer Sch. Bruxelles 1975, Lect. Notes Math. 543, 83-156 (1976; Zbl 0346.49003)]. By using piecewise linear approximation over the triangulated domain, error estimates are derived. Two simple numerical examples are also given. The paper constitutes a valuable contribution to mathematical problems of plasticity.</ab>
    <rv>J.J.Telega</rv>
  </abgroup>
</item>