In general, longitudinal shear resistance is calculated according the equation 1: From the experimental pull-out study, graphs of applied force versus relative sliding between the steel sheet and the concrete block can be constructed, which turn out to be of much utility to calibrate numerical models Figure 2.
A partir del estudio experimental pull-out se pueden construir gráficas de fuerza aplicada contra deslizamiento relativo entre la lámina metálica y el bloque de hormigón, los cuales resultan de mucha utilidad para calibrar modelos numéricos Figura 2.