Issue 43

P. Corigliano et alii, Frattura ed Integrità Strutturale, 43 (2018) 171-181; DOI: 10.3221/IGF-ESIS.43.13 177 Figure 9: Maximum principal strain (ε 1 ) measured at maximum load (40 kN) using the DIC for different load cycles. Figure 10: Illustration of the measurements performed to determine the strain around the welded region.

RkJQdWJsaXNoZXIy MjM0NDE=