Pages that link to "Item:Q4446656"
From MaRDI portal
The following pages link to A numerical model for the cyclic deterioration of railway tracks (Q4446656):
Displaying 14 items.
- Modelling long-term deformation of granular soils incorporating the concept of fractional calculus (Q739967) (← links)
- A computational procedure for the prediction of settlement in granular materials under cyclic loading (Q839170) (← links)
- Unobserved component models applied to the assessment of wear in railway points: a case study (Q853050) (← links)
- Phase-field modeling of fatigue coupled to cyclic plasticity in an energetic formulation (Q2020761) (← links)
- Weakly intrusive time homogenization technique to deal with pseudo-cyclic coupled thermomechanical problems with uncertainties (Q2205174) (← links)
- Boundary conditions for modeling the impact of wheels on railway track (Q2208511) (← links)
- A coupled model for train-track-bridge stochastic analysis with consideration of spatial variation and temporal evolution (Q2306957) (← links)
- An innovative degraded adhesion model for railway vehicles: development and experimental validation (Q2510295) (← links)
- Finite element modelling of the long-term behaviour of a full-scale flexible pavement with the shakedown theory (Q2848325) (← links)
- A numerical model for foundation settlements due to deformation accumulation in granular soils under repeated small amplitude dynamic loading (Q2854846) (← links)
- On the determination of a set of material constants for a high-cycle accumulation model for non-cohesive soils (Q2854853) (← links)
- (Q4230412) (← links)
- Asset replacement for an urban railway using a modified two-cycle replacement model (Q5429825) (← links)
- Multi-temporal decomposition for elastoplastic ratcheting solids (Q6185170) (← links)
