Numerical Analysis of Microcracks of Fly Ash/Slag Concrete with Cobble as Coarse Aggregate

Table 4

Deformation values in the direction of Y-axis under different load substeps.

Node number	Step 5 load	Step 20 load	Step 40 load	Step 60 load
1	0.00433	0.01930	0.06420	0.10661
2	0.03108	0.09183	0.13450	0.22367
3	0.07358	0.17341	0.25863	0.31589
4	0.10662	0.25513	0.30488	0.42505
5	0.12776	0.27714	0.34814	0.47907
6	0.15000	0.28410	0.39105	0.53290