RAFAEL
BRAVO PAREJA
PROFESOR TITULAR DE UNIVERSIDAD
José Luis
Pérez Aparicio
Publicaciones en las que colabora con José Luis Pérez Aparicio (14)
2023
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Combined Finite–Discrete element method for parameter identification of masonry structures
Construction and Building Materials, Vol. 396
2015
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Numerical sedimentation particle-size analysis using the Discrete Element Method
Advances in Water Resources, Vol. 86, pp. 58-72
2014
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Incipient motion for non-cohesive sediment ellipsoidal particles by the Discrete Element Method (DEM)
11th World Congress on Computational Mechanics, WCCM 2014, 5th European Conference on Computational Mechanics, ECCM 2014 and 6th European Conference on Computational Fluid Dynamics, ECFD 2014
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Incipient sediment transport for non-cohesive landforms by the discrete element method (DEM)
Applied Mathematical Modelling, Vol. 38, Núm. 4, pp. 1326-1337
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Optimal numerical design of bucket elevators using discontinuous deformation analysis
Granular Matter, Vol. 16, Núm. 4, pp. 485-498
2013
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Refined element discontinuous numerical analysis of dry-contact masonry arches
Engineering Structures, Vol. 48, pp. 578-587
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Study of hysteretic thermoelectric behavior in photovoltaic materials using the finite element method, extended thermodynamics and inverse problems
Energy Conversion and Management, Vol. 65, pp. 557-563
2012
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An energy consistent frictional dissipating algorithm for particle contact problems
International Journal for Numerical Methods in Engineering, Vol. 92, Núm. 9, pp. 753-781
2011
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An enhanced energy conserving time stepping algorithm for frictionless particle contacts
International Journal for Numerical Methods in Engineering, Vol. 85, Núm. 11, pp. 1415-1435
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Energy Frictional Dissipating Algorithm for rigid and ellastic body's contact problems
Computational Plasticity XI - Fundamentals and Applications, COMPLAS XI
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Incipient sediment transport for non-cohesive landforms by the Discrete Element Method (DEM)
Particle-Based Methods II - Fundamentals and Applications
2009
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A new energy-momentum conserving time stepping algorithm for contact-impact
Computational Plasticity X - Fundamentals and Applications
2007
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Collapse of masonry vaults and arches using nonlinear discrete numerical methods
Computational Plasticity - Fundamentals and Applications, COMPLAS IX
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Discontinuous numerical analysis of masonry vaults
Solid Mechanics and its Applications