Autor: carlosmcriado

Lara-Bocanegra AJ, Roig A, Domínguez I. (2014) Estructuras de madera. Procesos de génesis. Hacia diseño computacional y la fabricación robotizada (Timber structures. Genesis processes. Towards the computational design and robotic manufacturing). In: Yes, We Are Open! Fabricación digital, tecnologías y cultura libres. ISBN: 978-84-941838-2-9. (In spanish).

Abstract Sí, estamos abiertos, a pesar de la crisis. También somos un equipamiento abierto a toda la comunidad universitaria y al público en general. En tercer lugar somos abiertos en cuanto al uso del conocimiento que aplicamos, transformamos y desarrollamos.

Majano-Majano A, Fernandez-Cabo JL, Hoheisel S, Klein M. (2012) A test method for characterizing clear wood using a single specimen. Experimental Mechanics, 52:1079-1096.

Abstract The constitutive models used for wood and timber have been formulated in different scales. The term clear wood corresponds to the macroscopic scale, where the orthotropic elastic model is commonly used. This model, which is typically applied to local

Fernandez-Cabo JL, Arriaga Martitegui F, Majano-Majano A, Íñiguez G. (2012) Short-term performance of the HSB® shear plate type connector for timber-concrete composite beams. Construction and Building materials, 30:455-462.

Abstract Experimental results of eight short-term tests of the HSB® (Habitat System Beton) timber–concrete connection system are presented. The specimens were compressive double shear tested according to EN 26891:1991, placing two connectors per shear plane. The ultimate shear force and

Majano-Majano A, Hughes M, Fernandez-Cabo JL. (2012) The fracture toughness and properties of thermally modified beech and ash at different moisture contents. Wood Science and Technology, 46:5-21.

Abstract The fracture toughness of thermally modified beech (Fagus sylvatica L) and ash (Fraxinus excelsior L) wood under Mode I loading was quantified using Compact Tension (CT) specimens, loaded under steady-state crack propagation conditions. The influence of three heat-treatment levels

Majano-Majano A, Fernandez-Cabo JL, Xavier J. (2012) Characterization of clear wood by a single specimen: evaluation of first results and further improvements. 6th European Congress on Computational Methods in Applied Sciences and Engineering (ECCOMAS 2012), Vienna, Austria.

Abstract The term clear wood corresponds to the macroscopic scale, where the orthotropic elastic model is commonly used. This model is defined by a compliance matrix composed of nine parameters, the elongations and angular distortions of which are uncoupled. The

Xavier J, Majano-Majano A, Fernandez-Cabo JL. (2012) Identifiability of stiffness components of clear wood from a single off-axes compression test. 15th International Conference on Experimental Mechanics (ICEM15), Porto, Portugal.

Abstract In this work, the identifiability of orthotropic stiffness components of clear wood from a single off-axis compression test was investigated. The material characterisation strategy was based on anisotropic elasticity. Moreover, it requires 3D full-field measurements which can be provided

Lara-Bocanegra AJ, Domínguez I, Solís R, Trillo A. (2012) Entramados de madera en la construcción de centros de educación infantil (Timber Platform frame for kindergarten buildings). AITIM, 275:20-26. (In Spanish).

Fernandez-Cabo JL, Majano-Majano A, San Salvador Ageo L, Ávila Nieto M. (2011) Development of a novel façade sandwich panel with low-density wood fibres core and timber-engineering board faces. European Journal of Wood and Wood Products, 69:459-470.

Abstract The paper explores, experimentally and theoretically, the possibility of producing a novel cladding sandwich panel comprised of a low-density wood fiber (WF) core and faces made of wood-based panels. Tests on small specimens, using physical and optical devices, were

Majano-Majano A, Fernandez-Cabo JL, Hoheisel S, Klein M. (2011) Characterization of clear wood by a single test. Madeira: Arquitetura e Engenharia, 12(28):45-57.

Abstract The term clear wood corresponds with the macroscopic scale, where the orthotropic elastic model is commonly used. This model is defined by a compliance matrix composed of nine parameters. The current experimental standard methods for obtaining these parameters are

Majano-Majano A, Fernandez-Cabo JL, Hoheisel S, Klein M. (2011) Characterization of clear wood by a single test. 1º Ibero-Latin American Congress of Timber in Construction (CIMAD 11), Coimbra, Portugal.

Abstract The constitutive models used for wood and timber have been formulated in different scales. The term clear wood corresponds with the macroscopic scale, where the orthotropic elastic model is commonly used. That model, typically applied to local modeling (e.g.