2002The proceedings of the JSME annual meetingOpen access

Distinction of Stress Concentration Phenomenon in Axisymmetric Dissimilar Materials by Elastic Parameters

Qiuping Hu, Katsuhiko WATANABE

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Abstract

The distinction between good pair and bad pair about the stress singularity at the interface edge for axisymmetric dissimilar materials can be made in the same way as in plane strain problems by Dundurs' parameters. However, the authors pointed out previously that, different from plane strain problems, the stress concentration at the interface may occur in the case of axisymmetric problems. In this report, the distinction conditions about the stress concentration are given by applying elastic parameter (α, β, γ) proposed previously and its validity is demonstrated through finite element analysis.

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The distinction between good pair and bad pair about the stress singularity at the interface edge for axisymmetric dissimilar materials can be made in the same way as in plane strain problems by Dundurs' parameters. However, the authors pointed out previously that, different from plane strain problems, the stress concentration at the interface may occur in the case of axisymmetric problems. In this report, the distinction conditions about the stress concentration are given by applying elastic parameter (α, β, γ) proposed previously and its validity is demonstrated through finite element analysis.

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Available abstract

The distinction between good pair and bad pair about the stress singularity at the interface edge for axisymmetric dissimilar materials can be made in the same way as in plane strain problems by Dundurs' parameters. However, the authors pointed out previously that, different from plane strain problems, the stress concentration at the interface may occur in the case of axisymmetric problems. In this report, the distinction conditions about the stress concentration are given by applying elastic parameter (α, β, γ) proposed previously and its validity is demonstrated through finite element analysis.

Key concepts: Rotational symmetry, Plane stress, Stress (linguistics), Singularity, Finite element method, Plane (geometry), Interface (matter), Mechanics

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