INTEGRIDAD ESTRUCTURAL: MATERIALES Y ESTRUCTURAS
IEMES
Universidad de Cantabria
Santander, EspañaPublicaciones en colaboración con investigadores/as de Universidad de Cantabria (51)
2024
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Automatic machine learning versus human knowledge-based models, property-based models and the fatigue problem
Philosophical Transactions of the Royal Society A: Mathematical, Physical and Engineering Sciences, Vol. 382, Núm. 2264
2022
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Effect of siderurgical aggregates on concrete exposed to saline environments
Construction and Building Materials, Vol. 352
2019
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Study of the influence of notch radii and temperature on the probability of failure: A methodology to perform a combined assessment
Fatigue and Fracture of Engineering Materials and Structures, Vol. 42, Núm. 12, pp. 2663-2673
2017
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A new way to derive the total fracture work of concrete tests
ICF 2017 - 14th International Conference on Fracture
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Fitting the fracture curve of concrete as a density function pertaining to the generalized extreme value family
Materials and Design, Vol. 129, pp. 201-209
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Probabilistic assessment of VHCF data as pertaining to concurrent populations using a Weibull regression model
Fatigue and Fracture of Engineering Materials and Structures, Vol. 40, Núm. 11, pp. 1772-1782
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Unified two-stage fatigue methodology based on a probabilistic damage model applied to structural details
Theoretical and Applied Fracture Mechanics, Vol. 92, pp. 252-265
2014
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Obtaining S-N curves from crack growth curves: An alternative to self-similarity
International Journal of Fracture, Vol. 187, Núm. 1, pp. 159-172
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Profatigue: A software program for probabilistic assessment of experimental fatigue data sets
Procedia Engineering
2013
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A model allowing for the influence of geometry and stress in the assessment of fatigue data
13th International Conference on Fracture 2013, ICF 2013
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Maximum likelihood estimation for the three-parameter Weibull cdf of strength in presence of concurrent flaw populations
Journal of the European Ceramic Society, Vol. 33, Núm. 10, pp. 1721-1727
2012
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Checking the fatigue limit from thermographic techniques by means of a probabilistic model of the epsilon-N field
International Journal of Fatigue, Vol. 39, pp. 109-115
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PROGRAM FOR ASSESSMENT OF FATIGUE RESULTS
ICEM15: 15TH INTERNATIONAL CONFERENCE ON EXPERIMENTAL MECHANICS
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Probabilistic fatigue assessment of a notched detail taking into account mean stress effects
Journal of Pressure Vessel Technology, Transactions of the ASME, Vol. 134, Núm. 2
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Rainflow analysis in Coastal Engineering using switching second order Markov models
Applied Mathematical Modelling, Vol. 36, Núm. 9, pp. 4286-4303
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Stochastic model for damage accumulation in rubble-mound breakwaters based on compatibility conditions and the central limit theorem
Journal of Waterway, Port, Coastal and Ocean Engineering, Vol. 138, Núm. 6, pp. 451-463
2011
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An iterative method to obtain the specimen-independent three-parameter Weibull distribution of strength from bending tests
Procedia Engineering
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Deriving the primary cumulative distribution function of fracture stress for brittle materials from 3- and 4-point bending tests
Journal of the European Ceramic Society, Vol. 31, Núm. 4, pp. 451-460
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Estimating the S-N field from strain-lifetime curves
Strain, Vol. 47, Núm. SUPPL. 1
2010
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A crack growth rate model compatible with the wöhler field
18th European Conference on Fracture: Fracture of Materials and Structures from Micro to Macro Scale