Artículos científicos

Los investigadores publicamos los resultados de nuestras investigaciones en unas revistas bastante peculiares. Aquí tienes un listado de los artículos que he publicado hasta ahora (agrupados por revista):

• Applied Mathematical Modelling
  • Cabrero J.M., Vargas G. (2015) Analysis of the validity of the three-point off-axis bending method. Applied Mathematical Modeling, 39(17), pp. 5265–5277. doi:10.1016/j.apm.2015.03.031
• Composite Structures
  • Cabrero J.M., Heiduschke A., Haller P. (2010) Analytical assessment of the load carrying capacity of axially loaded wooden reinforced tubes, Composite Structures, 92, pp. 2955-2965. doi:10.1016/j.compstruct.2010.05.007
• Construction and Building Materials
  • Yurrita M., Cabrero J.M. (2019) 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, 216, pp. 296-313.
  • Yurrita M., Cabrero J.M. (2018) New criteria for the determination of the parallel-to-grain embedment strength of wood, Construction and Building Materials, 173, pp. 238-250. doi: 10.1016/j.conbuildmat.2018.03.127
• Engineering Structures
  • Iraola B., Cabrero J.M., Basterrechea-Arevalo M., Gracia J. (2021) A geometrically defined stiffness contact for finite element models of wood joints. Engineering Structures, 235, 112062. doi: 10.1016/j.engstruct.2021.112062
  • Yurrita M., Cabrero J.M. (2020) New design model for brittle failure in the parallel-to-grain direction of timber connections with large diameter fasteners. Engineering Structures, 217, 110557. doi: 10.1016/j.engstruct.2020.110557
  • Yurrita M., Cabrero J.M. (2020) 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, 209, 109959. doi: 10.1016/j.engstruct.2019.109959
  • Cabrero J.M., Yurrita M. (2018) 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, 171, pp. 895-910. doi: 10.1016/j.engstruct.2018.03.037
  • Stepinac M., Cabrero J.M., Ranasinghe K., Kleiber M.(2018) Proposal for reorganization of the connections chapter of Eurocode 5. Engineering Structures, 170, pp. 135-145. doi:  10.1016/j.engstruct.2018.05.058
  • Iraola B., Cabrero J.M. (2016) An algorithm to model wood accounting for different tension and compression elastic and failure behaviors, Engineering Structures, 117, pp. 332-343. doi:10.1016/j.engstruct.2016.03.021
  • Bayo E., Cabrero J.M., Gil B. (2006) An effective component based method to model semi-rigid connections for the global analysis of steel and composite structures, Engineering Structures, 28 (1), pp. 97-108. doi:10.1016/j.engstruct.2005.08.001
  • Cabrero J.M., Bayo E. (2005) Development of practical design methods for steel structures with semi-rigid connections, Engineering Structures, 27 (8), pp. 1125- 1137.  doi:10.1016/j.engstruct.2005.02.017
• European Journal of Wood and Wood Products
  • Valle Tager G.M., Hartig J.U., Cabrero J.M., Haller P. (2014) Selected mechanical properties of four Central American wood species. European Journal of Wood and Wood Products. 72 (5), pp. 699-702. doi:10.1007/s00107-014-0818-4
  • Cabrero, J.M., Blanco, C., Gebremedhin, K.G, Martín Meizoso, A. (2012) Assessment of phenomenological failure criteria for wood. European Journal of Wood and Wood Products, 70 (6), pp. 871-882. doi:10.1007/s00107-012-0638-3
• Journal of Constructional Steel Research
  • Cabrero J.M., Bayo E. (2007) The semi-rigid behaviour of three-dimensional steel beam-to-column joints subjected to proportional loading. Part I. Experimental evaluation, Journal of Constructional Steel Research, 63 (9), pp. 1241 – 1253.  doi:10.1016/j.jcsr.2006.11.004
  • Cabrero J.M., Bayo E. (2007) The semi-rigid behaviour of three-dimensional steel beam-to-column joints subjected to proportional loading. Part II. Theoretical model and validation, Journal of Constructional Steel Research, 63 (9), pp. 1254-1267.  doi:10.1016/j.jcsr.2006.11.005
• Materiales Compuestos
  • Cabrero J.M., Blanco C.; Vargas G. (2017) El método de flexión oblicua a tres puntos para determinar las propiedades de cortadura en el plano en madera, Materiales Compuestos, 1 (1), pp. 105-109.
• Mechanics of Materials
  • Blanco C., Cabrero J.M. , Martin-Meizoso A., Gebremedhin K.G. (2015) Design oriented failure model for wood accounting for different tensile and compressive behavior. Mechanics of Materials. 83, pp. 103-109. doi:10.1016/j.mechmat.2015.01.001
• Transactions of the ASABE
  • Cabrero J.M., Gebremedhin K. (2008) Finite Element Model for Predicting Stiffness of Metal-Plate Connected Tension Splice and Heel Joints of Wood Trusses, Transactions of the ASABE, 52(2), pp. 565- 573. doi:10.13031/2013.26828
• Wood Material Science & Engineering
  • Cabrero J.M., Honfi D., Jockwer R., Yurrita M. (2019)  A probabilistic study of brittle failure in dowel-type timber connections with steel plates loaded parallel to the grain, Wood Material Science & Engineering, 14 (5), pp. 298-311, doi: 10.1080/17480272.2019.1645206