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
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
