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Keywords: time step
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Proceedings Papers
Efficient Numerical Integration of Perzyna Viscoplasticity, with Application to Rock Slope Stability using Zero-Thickness Interface Elements
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Paper presented at the ISRM Regional Symposium - EUROCK 2014, May 27–29, 2014
Paper Number: ISRM-EUROCK-2014-138
... Abstract In this paper, Perzyna-type viscoplastic rate equations are integrated for a time step by considering the step as stress-driven. Depending on how the increment is imposed (constant, linear etc.), different strategies arise. The secant compliance is obtained by truncated expansion...
Proceedings Papers
Coupled Hydro-Mechanical Simulations Demonstrate System Integrity at the Ketzin Pilot Site for CO₂ Storage, Germany
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Paper presented at the ISRM Regional Symposium - EUROCK 2014, May 27–29, 2014
Paper Number: ISRM-EUROCK-2014-218
... surface. Markers indicate the 14 selected time steps for the hydro-mechanical simulations, adapted from Kempka & Kühn (2013). starting data set for the subsequent hydro-mechanical simulations. For that purpose, a so called one-way hydro- mechanical coupling concept was applied, whereas spatial pore...
Proceedings Papers
Spectral Indicator of Microseismic Localisation
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Paper presented at the ISRM International Symposium - EUROCK 2012, May 28–30, 2012
Paper Number: ISRM-EUROCK-2012-074
...), which is the 1D configuration, we assume that each step of the propa- gation of the localisation zone produces 1 pulse such that timewise the pulses are separated by the time step. Two cases are considered: equal time step T of propa- gation of the localisation zone and randomly disturbed time steps...
Proceedings Papers
Large-scale Modelling of T-M Phenomena From Underground Deposition of the Spent Nuclear Fuel
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Paper presented at the ISRM International Symposium - EUROCK 2005, May 18–20, 2005
Paper Number: ISRM-EUROCK-2005-009
... lev- els tj,} = I, , N, with the time steps 6tj = Ij - tj-v- It gives the following time stepping algorithm: for} = I, ,N: find orj: B(j)orj =[M +86tK lorj =cj_ h_ h } h_ , find y'j : A"y'j = hj. Above, Mil is the capacitance matrix, Kil is the con- ductivity matrix, Ail is the stiffness matrix, 8 E...
Proceedings Papers
Numerical Simulation Of Slope Stability, With 3DEC, And Verification In Field, By The GPR
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Paper presented at the ISRM International Symposium - EUROCK 2002, November 25–27, 2002
Paper Number: ISRM-EUROCK-2002-016
... with respect to stresses, displacement and deformation etc. which are accepted by numerical calculation. Calculations in this paper includes eleven stages, whose time steps are 100, 1000,2000,3000,, 10,000 respectively. Four stages of 100, 1000, 3000 and 5000 time steps are chosen to interpret the development...
Proceedings Papers
Derivations of Time Step Magnitudes For Self-adaptive Viscoplastic Implementation of Hoek-Brown Failure Criterion
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Paper presented at the ISRM International Symposium - EUROCK 96, September 2–5, 1996
Paper Number: ISRM-EUROCK-1996-023
... ABSTRACT: Viscoplasticity is now regarded as a well established framework for the numerical solutions of plasticity problems. In order to numerically implement viscoplasticity in an efficient way, time step control is essential. The determination of the optimum magnitudes of time steps...
Proceedings Papers
A Self-Adaptive Timestep Control For the Viscoplastic-Viscoelastic Analysis In Finite Elements of the Hydromechanical Coupling In Fractured Rock Masses
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Paper presented at the ISRM International Symposium - EUROCK 93, June 21–24, 1993
Paper Number: ISRM-EUROCK-1993-013
... a fictitious quantity in the analysis. This approach, however, requires the establishment of appropriate time steps and, in this paper, we emphasize the study of the computational technique in terms of efficiency, convergence and stability of the numerical implementation. A finite element program is being...