Skip to main content

Table 8 Approaches to determine the in-plane shear capacity of FRCM retrofitted masonry walls

From: In-plane behaviour of clay brick masonry wallettes retrofitted with single-sided fabric-reinforced cementitious matrix and deep mounted carbon fibre strips

 Triantafillou (2016) ACI549-13 (2013) 
\(f_{td}\)\({ \hbox{min} }\left({\frac{{f_{tk}}}{{\gamma_{t}}};\;E_{f} \cdot \epsilon_{fv}} \right)\)(36)\(E_{f} \cdot \epsilon_{fv}\)(39)
\(V_{Rd,t}\)\(0.9l_{w} \left( {n \cdot A_{f} } \right)f_{td}\)(37)\(l_{w} \left( {n \cdot A_{f} } \right)f_{td}\)(40)
\( V_{Rd,RM} \)\( \frac{1}{\gamma_{Rd}} \min \left(V_{Rd,m} + V_{Rd,t}; V^{*}_{Rd,max,c} \right)\)(38)\(\Phi_{v} \min \left(V_{Rd,m} + V_{Rd,t}; 1.5\,V_{Rd,m}\right)\)(41)
  1. \({}_{{}}^{*} V_{Rd,max,c} = 2t_{w} l_{w}\)