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具有弯曲效应的三维层状岩体屈服准则
引用本文:佘成学,范玉祥.具有弯曲效应的三维层状岩体屈服准则[J].岩土力学,1998,19(3):38-42.
作者姓名:佘成学  范玉祥
作者单位:武汉水利电力大学水电学院!430072
摘    要:基于Cosserat介质理论,针对具有弯曲变形效应的层状岩体,建立了考虑弯曲屈服效应的屈服准则。初步计算表明,所建立的屈服准则是合理的。

关 键 词:层状岩体  屈服准则  三维

A Three-dimensional Yield Criterion for Layered Rockmass with Bending Effect Considered
She Chengxue, Fan Yuxiang, Chen Shenghong.A Three-dimensional Yield Criterion for Layered Rockmass with Bending Effect Considered[J].Rock and Soil Mechanics,1998,19(3):38-42.
Authors:She Chengxue  Fan Yuxiang  Chen Shenghong
Institution:Wuhan University of Hydraulic and Electric Engineering. 430072
Abstract:On the basis of the Cosserat medium theory and with the bending effect being taken into consideration, we have established the yield criterion for layered rockmass, which are prone ic bending deformation. The calculation of a cantilever has demonstrated that the criterion established is correct.
Keywords:layered rockmass  yield criterion  three-dimensional calculation
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