Bernabeu Larena, A., González Sanz, G., Alves, T., Jankovic, N., Ljubinkovic, F., Simões da Silva, L., Conde-Conde, J., Lara-Bocanegra, A.J., Majano-Majano, A., Duchême, L., Nautelers, A., Demonceau, J.F., De Carvalho, A., Bodgan, T., Odenbreit, C., & Mela, K. (2025). CONNECT4C: High-Strength Steel Connections for Circular Construction. Hormigón y Acero, 76 (Congress Issue), p. 162. ISSN 0439-5689

Bernabeu Larena, A., González Sanz, G., Alves, T., Jankovic, N., Ljubinkovic, F., Simões da Silva, L., Conde-Conde, J., Lara-Bocanegra, A.J., Majano-Majano, A., Duchême, L., Nautelers, A., Demonceau, J.F., De Carvalho, A., Bodgan, T., Odenbreit, C., & Mela, K. (2025). CONNECT4C: High-Strength Steel Connections for Circular Construction. Hormigón y Acero, 76 (Congress Issue), p. 162. ISSN 0439-5689

Abstract Connect4C is a research project funded by the European Union, which aims to develop a system of highstrength steel connections for circular steel construction. It focuses on developing ready-to-use,standardized solutions for demountable, reusable, and adaptable 3D connections, taking advantage

Al Asali, W., Martín-López, Á.M., Oval, R., Gaspar, O., Lara-Bocanegra, A.J., Majano-Majano, A., Adriaenssens, S. (2025) Revisiting structural Lazo carpentry: geometry, mechanics, and construction. Archit. Struct. Constr. 5, 24 (2025).

Al Asali, W., Martín-López, Á.M., Oval, R., Gaspar, O., Lara-Bocanegra, A.J., Majano-Majano, A., Adriaenssens, S. (2025) Revisiting structural Lazo carpentry: geometry, mechanics, and construction. Archit. Struct. Constr. 5, 24 (2025).

Abstract This paper explores the potential of traditional Spanish timber roofs as a structural system that blends framework carpentry with Islamic geometric patterns for contemporary construction. By integrating historical craftsmanship with modern engineering techniques, the research investigates solutions for spherical

Gómez-Royuela, J.L., Majano-Majano, A., Lara-Bocanegra, A.J., Xavier, J., F.S.F. de Moura, M (2024). Experimental and Numerical Research on the Splitting Capacity of European Beech Beams Loaded Perpendicular to the Grain by Connections: Influence of Different Geometrical Parameters. Appl. Sci. 2024, 14(2), 900.

Gómez-Royuela, J.L., Majano-Majano, A., Lara-Bocanegra, A.J., Xavier, J., F.S.F. de Moura, M (2024). Experimental and Numerical Research on the Splitting Capacity of European Beech Beams Loaded Perpendicular to the Grain by Connections: Influence of Different Geometrical Parameters. Appl. Sci. 2024, 14(2), 900.

Abstract In the present work, single- and double-dowel joints following different geometric configurations are experimentally and numerically investigated to derive the splitting behaviour of beech wood (Fagus sylvatica L.), one of the most widespread hardwood species in Europe for structural purposes.

Ortiz-Sanz J, Gil-Campo M, Bastos G, Lara-Bocanegra AJ (2024) Affordable SfM photogrammetry for monitoring of test on full scale timber gridshell structures. Maderas: Ciencia y Tecnología, 26(8):1-14. Q2 (JCR). JIF: 1,576

Ortiz-Sanz J, Gil-Campo M, Bastos G, Lara-Bocanegra AJ (2024) Affordable SfM photogrammetry for monitoring of test on full scale timber gridshell structures. Maderas: Ciencia y Tecnología, 26(8):1-14. Q2 (JCR). JIF: 1,576

Abstract Numerical models of the resistance of structures must be validated through the measurement of their deformation under load, which is made difficult by size and complexity. In the present study, the geometry of a large reticular laminar structure is

Majano-Majanoa A, Lara-Bocanegra AJ, Pereira F,Xavier J, Morais J, de Moura MFSF (2023) Direct and inverse cohesive law identification of hardwood bonded joints with 1C-PUR adhesive using DCB test. Composite Structures (2023) 117013

Majano-Majanoa A, Lara-Bocanegra AJ, Pereira F,Xavier J, Morais J, de Moura MFSF (2023) Direct and inverse cohesive law identification of hardwood bonded joints with 1C-PUR adhesive using DCB test. Composite Structures (2023) 117013

Abstract Fracture characterisation under mode I loading of Eucalyptus globulus Labill. bonded joints with one-component polyurethane adhesive (1C-PUR) is addressed in this work. The objective is to estimate the cohesive law representative of the fracture behaviour of these joints. A

Roig A, Lara-Bocanegra AJ, Xavier J, Majano-Majano A (2022) Design Framework for Selection of Grid Topology and Rectangular Cross-Section Size of Elastic Timber Gridshells Using Genetic Optimisation. Applied Sciences 13(1):63.

Roig A, Lara-Bocanegra AJ, Xavier J, Majano-Majano A (2022) Design Framework for Selection of Grid Topology and Rectangular Cross-Section Size of Elastic Timber Gridshells Using Genetic Optimisation. Applied Sciences 13(1):63.

Abstract This work presents a design framework for the selection of the topology and cross‐section size of elastic timber gridshells, taking as constraints the shape of the structure and the maximum value of bending stress that can be reached in

Gómez-Royuela JL, Majano-Majano A, Lara-Bocanegra AJ, Xavier J, De Moura M (2022) Shear traction‐separation laws of European beech under mode II loading by 3D digital image correlation. Wood Science and Technology 56(6)

Gómez-Royuela JL, Majano-Majano A, Lara-Bocanegra AJ, Xavier J, De Moura M (2022) Shear traction‐separation laws of European beech under mode II loading by 3D digital image correlation. Wood Science and Technology 56(6)

ENF test set-up coupled with 3D DIC: (1) 300 kN load cell, (2) 5 kN load cell, (3) loading nose, (4) LVDT, (5) LVDT, (6) beech specimen, (7) speckle pattern, (8) supports, (9) DIC system equipment, (10) electro-mechanical testing machine

Majano-Majano A, Lara-Bocanegra AJ, Xavier J, Guaita M. (2022) Splitting capacity of Eucalyptus globulus beams loaded perpendicular to the grain by connections. Materials and Structures (2022) 55:147

Majano-Majano A, Lara-Bocanegra AJ, Xavier J, Guaita M. (2022) Splitting capacity of Eucalyptus globulus beams loaded perpendicular to the grain by connections. Materials and Structures (2022) 55:147

Abstract In timber structures, knowledge of the splitting capacity of beams loaded perpendicular to the grain by dowel-type connections is of primordial importance since brittle failure can occur. In the present work, single- and double-dowel-type connections following different loaded edged

Lara-Bocanegra AJ, Majano-Majano A, Ortiz J, Guaita M. (2022) Structural Analysis and Form-Finding of Triaxial Elastic Timber Gridshells Considering Interlayer Slips: Numerical Modelling and Full-Scale Test. Applied Sciences 12, 5335

Lara-Bocanegra AJ, Majano-Majano A, Ortiz J, Guaita M. (2022) Structural Analysis and Form-Finding of Triaxial Elastic Timber Gridshells Considering Interlayer Slips: Numerical Modelling and Full-Scale Test. Applied Sciences 12, 5335

Abstract Elastic timber gridshells are lightweight structures whose stiffness is highly dependent on multiple factors, such as boundary conditions and the semi-rigidity and eccentricity of the joints. Their structural analysis requires calibrated numerical models that incorporate all aspects influencing stiffness.

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