Miguel
Yurrita Lozano
Investigador hasta 2022
Publicaciones (16) Publicaciones de Miguel Yurrita Lozano
2023
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EXPERIMENTAL ANALYSIS OF THE INFLUENCE OF OPENINGS IN THE DEFLECTION OF CROSS-LAMINATED TIMBER PLATES LOADED OUT OF PLANE
13th World Conference on Timber Engineering, WCTE 2023
2022
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Optimización de uniones mecánicas de madera
2º Forum de Construcción con Madera 2022 (Forum Holzbau), pp. 107 - 117
2021
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Brittle failure in the parallel-to-grain direction of timber connections with small diameter dowel-type fasteners: A new design model for plug shear
Engineering Structures, Vol. 241
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Experimental analysis of plug shear failure in timber connections with small diameter fasteners loaded parallel-to-grain
Engineering Structures, Vol. 238
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Madera microlaminada de haya
MAS MADERA, pp. 20 - 23
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On the need of distinguishing ductile and brittle failure modes in timber connections with dowel-type fasteners
Engineering Structures, Vol. 242
2020
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Effective thickness of timber elements for the evaluation of brittle failure in timber-to-steel connections with large diameter fasteners loaded parallel-to-grain at the elastic range: A new method based on a beam on elastic foundation
Engineering Structures, Vol. 209
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New design model for brittle failure in the parallel-to-grain direction of timber connections with large diameter fasteners
Engineering Structures, Vol. 217
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New design model for splitting in timber connections with one row of fasteners loaded in the parallel-to-grain direction
Engineering Structures, Vol. 223
2019
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A probabilistic study of brittle failure in dowel-type timber connections with steel plates loaded parallel to the grain
Wood Material Science and Engineering, Vol. 14, Núm. 5, pp. 298-311
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Brittle failure in the parallel-to-grain direction of multiple shear softwood timber connections with slotted-in steel plates and dowel-type fasteners
Construction and Building Materials, Vol. 216, pp. 296-313
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Multiple shear plane timber connections with slotted-in steel plates and dowel-type fasteners: a study of the brittle failure mode in the parallel-to-grain direction
NEW ZEALAND JOURNAL OF TIMBER DESIGN, Vol. 27, Núm. 3, pp. 17 - 26
2018
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A review of the existing models for brittle failure in connections loaded parallel to the grain
Design of connections in timber structures (Shaker), pp. 127 - 142
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Failure of timber constructions
HANDBOOK OF MATERIALS FAILURE ANALYSIS: WITH CASE STUDIES FROM THE CONSTRUCTION INDUSTRIES (BUTTERWORTH-HEINEMANN), pp. 123-152
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New criteria for the determination of the parallel-to-grain embedment strength of wood
Construction and Building Materials, Vol. 173, pp. 238-250
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Performance assessment of existing models to predict brittle failure modes of steel-to-timber connections loaded parallel-to-grain with dowel-type fasteners
Engineering Structures, Vol. 171, pp. 895-910