PSI - Issue 6

V.A. Meleshko et al. / Procedia Structural Integrity 6 (2017) 140–145 Meleshko V. А ., Rutman Y.L. / StructuralIntegrity Procedia 00 (2017) 000–000

145

6

 , % 1.43 1.69

Parameter

GFM

FEA (SOLID 186)

 , MPa  , mm

345

350 23.6

24

Table 2. Static indeterminable beam Parameter

 , % 3.54 1.23

GFM

FEA (SOLID 186)

 , MPa  , mm

732 16.4

707 16.2

References

GAF. Comparison of results with FEM. Eastern European Scientific Journal, 6, 150–161. Kovaleva, N. V., 2007. Determination of parameters of force field diagram ductile elements of structure / N.V.Kovaleva, V.R.Skvortzov, Y.L.Rutman // Digest "Materials of the Twenty Second International Conference Mathematical modeling in continuum mechanics. Methods of boundary and finite elements, 220-225. Meleshko, V. A., Rutman U. L., 2017. The generalization of the flexibility method for an elasto-plastic calculation of framed structures. Materials physics and mechanics 31, 67-70. Meleshko, V. A., Rutman U. L., 2015. Calculation of framed structures considering physical nonlinearity using generalized approach of forces Ostrovskaya, N.V., 2015. Determination of parameters of force field diagram of ductile curved rod of circular section. Civil Engineers Magazine, 51, 68–73. Volmir, A. S., Grigoriev, U.P., Stankevich, A.I., 2007. Structural resistance. Drofa, Moscow, pp. 591.