Skip to main content
. 2018 May 23;10(6):565. doi: 10.3390/polym10060565

Figure 8.

Figure 8

Left: Output of X-displacements (lap-shear loading direction) of a sample obtained from the test setup presented in Figure 6 and Figure 7, and the defined sections along the concrete and CFRP strip; right: displacements and obtained slip profile along the bond length, along with the formulation for slip derivation.