Abstract
This essay stimulates multiple sets of constructional elements and a variety of constraints with the help of ANSYS. Collecting and sorting out the first principal stress simulation of each model which is under the same load .Calculating the theoretical value of each constructional element under the first principal stress by using related formulas in mechanics of materials. The optimal form of constraint was gotten by comparing the simulation value with the theoretical value. The conclusion could provide theoretical basis for simulating structural constraints of ANSYS.
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