Topological Design of a Mortar Base Plate under Impact Loads

Table 1

Comparison of calculation results of sparse and dense models.

Model	Number of grids	Maximum stress (MPa)	Maximum displacement (mm)	Relative time (s)
1	9983	239.8	3.23	2060
2	18551	286.9	3.98	2345
3	23650	333.3	4.303	2576
4	34280	339.5	4.301	3960