Issue 18

G. Del Piero et alii, Frattura ed Integrità Strutturale, 18 (2011) 5-13; DOI: 10.3221/IGF-ESIS.18.01

 Figure 4 : Force-elongation response curve for a concrete specimen in a numerical simulation with N = 4 compared with the experimental curve (the dotted line) 

Figure 5 : The inelastic deformation  as a function of x , for different values of the total elongation  . The first diagram shows the results of the numerical simulations, and the second shows the experimental measurements reported in [11].

R EFERENCES

[1] G. Del Piero, G. Lancioni, R. March, A diffuse cohesive energy approach to fracture and plasticity: the one dimensional case. In preparation (2011).

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