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6 Results and Discussion   295




                  corresponding experimental data. Same parameters, as used for the analysis of the 1T
                  SEB deeply cracked specimen (a/W¼0.522), have been used here for simulation of 1T
                  SEB shallow-cracked specimen (a/W¼0.13). A very good correspondence of the FE
                  simulation results with those of experiment can be observed in Figure 12.7.Hence, the
                  capability of the nonlocal model to accurately predict the effect of crack-depth on the
                  load-CMOD response could be demonstrated in this work.


                  6.3 EFFECT OF GEOMETRY, SPECIMEN SIZE, AND LOADING
                  CONDITION ON THE LOAD-DEFORMATION RESPONSE
                  It may be noted that 1T CT and 1T SEB specimen have different geometry and load-
                  ing conditions. The crack-tip region of the CT specimen is predominantly loaded in
                  tension (though some bending component is also present due to offset of the loading
                  axis with respect to the crack-tip), whereas the crack-tip of the SEB specimen is
                  mainly loaded in bending. We want to demonstrate that the parameters of the non-
                  local model could not only predict the behavior of the 1T SEB specimen, but also
                  could predict the response of the 1T CT specimen, where the crack-tip is loaded
                  in a different state of stress. Figure 12.8 shows the simulated load-CMOD response
                  of the 1T CT as well as the 1T SEB specimens as obtained from FE analysis. The
                  results are also compared with those of experiment and one can observe a very good
                  agreement between the results of FE analysis and those of experiment.
                     Similarly, CT specimens with different sizes were tested. These are denoted as 1T,
                  2T,and4T,respectively.Thedimensionsofthe1TCTspecimenweregivenearlier.The
                  dimensions of the 2T and CT specimens are two and four times of the corresponding




                             60,000





                             40,000
                           Load (N)


                                              1T CT  (expt.)
                             20,000           1T CT  (simul.)
                                              1T SEB (expt.)
                                              1T SEB (simul.)

                                 0
                                  0      1     2      3     4      5     6
                                                   CMOD (mm)
                  FIGURE 12.8
                  Load-CMOD response of a 1T CT versus 1T SEB specimen (experiment and FE simulation).
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