Math @ Duke

Publications [#287416] of John A. Trangenstein
Papers Published
 Trangenstein, JA, A secondorder algorithm for the dynamic response of soils.,
IMPACT Comput. Sci. Eng., vol. 2 no. 1
(1990),
pp. 139 [08998248(90)90002R], [doi]
(last updated on 2018/07/17)
Abstract: Describes a formally secondorder algorithm for the dynamic response of onedimensional soils and rock. There are two kinds of equations describing the motion of the material: the partial differential equations expressing conservation of momentum, and the kinetic equation of state relating the stress to the deformation. The stressrate equations for the kinetic equation of state are formulated as a constrained system of ordinary differential equations and are integrated implicitly in time, both for stability and for satisfaction of the yield constraints. The equations of motion are formulated as a firstorder system of hyperbolic conservation laws and integrated explicitly by means of a secondorder version of Godunov's method. Because the motion can develop both smooth waves and shocks, special care has been taken to design a numerical method that is secondorder in smooth waves and yet reduces to a stable loworder method near discontinuities. The author presents numerical results for both the integration of the equation of state and the equations of motion, in order to demonstrate the features of the method
Keywords: civil engineering computing;deformation;differential equations;geophysics computing;soil;


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