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- W2389590400 abstract "It is supposed that the initial normal stiffness of unloading and reloading curves is calculated from those of the previous loading and unloading curves,and then the cyclic loading constitutive equation for rock fracture is established.With different values of the parameters,this model generalizes the existing different models.By moving inward the asymptote of unloading curves,the characteristic of hysteresis is reflected.Describing the extent of nonlinearity quantitatively,the improved nonlinear elastic constitutive model for normal deformation of rock fractures is extended to cyclic loading process,which changes the way that the assumption is made by the kind of the stress-deformation curves in previous models made.Considering the geometric characters,infill mineralogy of the rock fractures and the rock types,the predication results fitted the test results well in adopting the new model for the predication of others test data,which verifies the feasibility of the new model." @default.
- W2389590400 created "2016-06-24" @default.
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- W2389590400 date "2009-01-01" @default.
- W2389590400 modified "2023-09-23" @default.
- W2389590400 title "Improvement of Nonlinear Constitutive Model for Rock Fractures under Normal Cyclic Loading" @default.
- W2389590400 hasPublicationYear "2009" @default.
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