Abstract

The paper considers – in terms of modeling and experimental testing – the softening stage manifested in structurally inhomogeneous materials under quasi-static and cyclic load. The method which is used to build the theoretical basis is typical for mechanics. It starts with defining a new material property – strain-softening phase. The stage is realized in the form of a descending branch of the curve on computer diagrams recorded during simple tension or torsion tests on non-reusable specimens in a reasonably rigid testing machine. The type of such a diagram is determined by the structural inhomogeneity of a material, which is defined by distribution law for strength and plasticity properties of structural elements. Complete stress-strain curves or diagrams (CSSD) with a branch descending to zero have been plotted for materials of various classes. Degradation of parameters of a descending branch on a computer diagram recorded for trained specimens provides a new angle on the subject of relation between static and cyclic material properties. The experiments and modeling which were carried out provide basic understanding of softening in terms of deformation.

Highlights

  • The whole variety of material properties and states used in strength calculations on solid bodies is reflected in correlations which define boundary-value problems

  • The stage is realized in the form of a descending branch of the curve on computer diagrams recorded during simple tension or torsion tests on non-reusable specimens in a reasonably rigid testing machine

  • The type of such a diagram is determined by the structural inhomogeneity of a material, which is defined by distribution law for strength and plasticity properties of structural elements

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Summary

Introduction

The whole variety of material properties and states used in strength calculations on solid bodies is reflected in correlations which define boundary-value problems. Virtual “dead” tension applied to a bundle of variablestrength parallel rods reveals a branch descending to zero on diagrams plotting relations between ominal stress and strain (stress-strain diagrams) The type of such a diagram is determined by the structural inhomogeneity of a material, which is defined by distribution law for strength and plasticity properties of structural elements. In that case, when stationary loading is applied to a model specimen, one can witness gradual degeneracy of resistance function, along with every kinetic curve mentioned here

Experimental Study of Strain-Softening Stage
Conclusion

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