Optimal Stress Fields and Load Capacity Ratios of Perfectly Plastic Bodies and Structures
Abstract
A mathematical setting that applies to the analysis of strength of perfectly plastic bodies and structures is presented. Specifically, the worst case analysis under the loads in any vector subspace of the space of all loadings is performed. It is shown that there is a number C, depending only on the geometry of the body, such that the body will not collapse plastically under any applied boundary load t, as long as ‖t‖≤sYC independently of the distribution of t, where sY is the yield stress of the material. We give examples for computations of C, the load capacity ratio of the body, and examples of computations of worst case loadings.
The analysis also shows that perfectly plastic materials are optimal in the following sense. Without specifying a constitutive relation, let ∑_{f} denote the collection of all stress fields σ that are in equilibrium with a given loading f and consider soptf = inf_{σ∈∑f}{_{supxσ(x)}—the optimal maximal stress. Then, for perfectly plastic materials at the limit state, the optimum opt is attained where sfopt = sY. }
The abstract mathematical setting may be described as follows. For a norm preserving linear mapping ∊:W→S, we consider the optimal solution of the underdetermined equation f = ∊*(σ), i.e., we look for sfopt = inf{‖σ‖σ∈∊*^{1}{f}}. Next, for a mapping β*:M*→W*, an expression is obtained for the worst case factor K = supt∊M*s^{opt}β*(t)/‖‖t‖‖.
 Publication:

Icnaam 2010: International Conference of Numerical Analysis and Applied Mathematics 2010
 Pub Date:
 September 2010
 DOI:
 10.1063/1.3498478
 Bibcode:
 2010AIPC.1281..368S
 Keywords:

 functional analysis;
 numerical analysis;
 matrix algebra;
 integral equations;
 02.30.Sa;
 02.60.Lj;
 02.10.Yn;
 02.30.Rz;
 Functional analysis;
 Ordinary and partial differential equations;
 boundary value problems;
 Matrix theory;
 Integral equations