We consider the incipient failure of a circular cylinder under gravitational loading. Axisymmetric slip-line ΓΏeld theory is used to solve for the stress distribution in the plastic region of the cylinder at incipient failure. This extends similar work on the incipient failure of a rectangular block
Incipient plane-strain failure of a rectangular block under gravity
β Scribed by J.A. Chamberlain; J.E. Sader; K.A. Landman; L.R. White
- Publisher
- Elsevier Science
- Year
- 2001
- Tongue
- English
- Weight
- 437 KB
- Volume
- 43
- Category
- Article
- ISSN
- 0020-7403
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β¦ Synopsis
We consider the problem of the incipient plastic failure of a two-dimensional rectangular block of yield stress material under plane strain conditions and gravitational loading. The block is assumed to behave as a perfectly rigid-plastic material obeying the Tresca yield condition. There is no traction on the vertical sides and horizontal top, and the traction at the base is determined via a modifed Coulomb-type friction. We use slip-line "eld theory to calculate the stress "eld. Our analysis establishes the dimensions of the block which give incipient failure and also suggests a way of determining the yield stress. Furthermore, we show that the precise value of the coe$cient of friction on the base can be unimportant in certain situations.
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