摘 要: | Axisymmetric problems in elasticity can be reduced to two dimensional ones,but theyare a little more complicated than plane problems.Therefore,some special problems will beencountered in the boundary element programming of axisymmetric elasticity.In thispaper,the methods to treat these problems and some remarks are given according to ourexperience in programming.Numerical examples are presented for the checking of thesetreatments.
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