Pages that link to "Item:Q3590374"
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The following pages link to Application of the interior‐point method to shakedown analysis of pavements (Q3590374):
Displaying 16 items.
- Shakedown analysis with multidimensional loading spaces (Q424938) (← links)
- A direct method to predict cyclic steady states of elastoplastic structures (Q695987) (← links)
- Limit and shakedown isogeometric analysis of structures based on Bézier extraction (Q1658647) (← links)
- A numerical formulation and algorithm for limit and shakedown analysis of large-scale elastoplastic structures (Q1725909) (← links)
- Lower bound shakedown analysis of layered pavements using discontinuous stress fields (Q1808140) (← links)
- Interior-point methods for the phase-field approach to brittle and ductile fracture (Q2022059) (← links)
- Extension of the linear matching method to geotechnical problems (Q2494923) (← links)
- Fast and robust RSDM shakedown solutions of structures under cyclic variation of loads and imposed displacements (Q2671727) (← links)
- Finite element modelling of the long-term behaviour of a full-scale flexible pavement with the shakedown theory (Q2848325) (← links)
- A unified mathematical programming formulation of strain driven and interior point algorithms for shakedown and limit analysis (Q2894858) (← links)
- A selective strategy for shakedown analysis of engineering structures (Q2952284) (← links)
- A numerical model for flexible pavements rut depth evolution with time (Q4933106) (← links)
- Lower bound limit and shakedown analysis of orthotropic material (Q5141947) (← links)
- On Recent Progress in Shakedown Analysis and Applications to Large-Scale Problems (Q5391704) (← links)
- Fiber-based shakedown analysis of three-dimensional frames under multiple load combinations: mixed finite elements and incremental-iterative solution (Q6553508) (← links)
- A FEM cluster-based basis reduction method for shakedown analysis of heterogeneous materials (Q6661932) (← links)
