“…By increasing shear strength and tensile strength perpendicular to the grain in the connection area, reinforcements may reduce connection dimensions and increase load-bearing capacity and/or ductility of the joint. Many reinforcement techniques for such connections have already been proposed, such as glued-on wood-based panels (Blass and Schälde 2011), fibreglass (Soltis, Ross and Windorski 1998;Chen 1999), nail plates (Hockey, Lam and Prion 2000;Mastschuch 2000), threaded rods and glued-in-rods (Quenneville and Mohammad 2000;Steiger et al 2015), textiles (Haller and Birk 2006) or self-tapping screws (Hansen 2002;Bejtka and Blass 2005;Kobel 2011;Lathuillière, Bléron, Descamps and Bocquet 2015;Klajmonova and Lokaj 2015).…”