Pages that link to "Item:Q3751167"
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The following pages link to Rheological analysis of tunnel excavations by means of coupled finite element (FEM)-boundary element (BEM) analysis (Q3751167):
Displaying 16 items.
- Dynamic response in the time domain by coupled boundary and finite elements (Q749325) (← links)
- On the mechanical inconsistency of symmetrization of unsymmetric coupling matrices for BEFEM discretizations of solids (Q1122397) (← links)
- An overlapping domain decomposition approach for coupling the finite and boundary element methods. (Q1582622) (← links)
- Convergence of the domain decomposition finite element--boundary element coupling methods (Q1867618) (← links)
- Data-driven analytical mechanics of aging viscoelastic shotcrete tunnel shells (Q2167844) (← links)
- A 2.5D-Fourier-BEM model for vibrations in a tunnel running through layered anisotropic soil (Q2520282) (← links)
- Analytical solutions for rheological processes around bores and tunnels (Q2676416) (← links)
- Contact between a tunnel lining and a damage-susceptible viscoplastic medium (Q3112795) (← links)
- (Q3200712) (← links)
- An adaptive domain decomposition coupled finite element-boundary element method for solving problems in elasto-plasticity (Q3399339) (← links)
- A 2D coupled finite element and boundary element scheme to simulate the elastic behaviour of jointed rocks (Q4305008) (← links)
- Numerical analyses of tunnel linings by means of a viscoplastic material model for shotcrete (Q4344912) (← links)
- Elasto‐plastic analysis of an underground opening by FEM and coupled FEBEM (Q4725876) (← links)
- Multi-region adaptive finite element-boundary element method for elasto-plastic analysis (Q4903506) (← links)
- A continuum mechanics‐based framework for optimizing boundary and finite element meshes associated with underground excavations‐framework (Q5435694) (← links)
- Iterative coupling of BE and FE methods in elastostatics (Q5951726) (← links)
