Abstract The prediction of the fracture behaviour through reliable and practical criteria in the design of structural timber elements and connections has become of great importance and demands a proper fracture characterization of the material. Eucalyptus globulus Labill is envisioned
Crespo J, Majano-Majano A, Xavier J, Guaita M. (2018) Determination of the resistance-curve in Eucalyptus globulus through double cantilever beam tests. Materials and Structures, 51(3):77.










