Transversally tying and bed joint structural repointing are well-known techniques when speaking about repairing and reinforcing masonry walls and columns. Both techniques are widespread applied since they have given excellent and durable results. The introduction of stainless steel rebars or, more recently, polymeric fibre strips, along the joints or transversally tying the external masonry leaves of structural elements improves the behaviour of the conjunct and its mechanical properties.The current shape of stainless steel rebars is the legacy of the rebars used to reinforce concrete. Many researches can be found about the influence of shape in bonding of carbon steel rebars and concrete. However, no research has been found about stainless steel rebars. The context of repairing masonry structures is significantly different of reinforced concrete mainly since so, consequently, a deeper study is compulsory to improve the design of these rebars when are used with this target.In this paper, the preliminary studies about modelling and numerical simulations are exposed. To accomplish these goals, the rebars have been geometrically parametrised and analysed by means of the Finite Element Method. This way, the influence of several geometrical parameters have been researched and the results compared.