PSI- Issue 9

K. Sobianin et al. / Procedia Structural Integrity 9 (2018) 215–220 Author name / Structural Integrity Procedia 00 (2018) 000–000

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Fig.3. The dependence of impulse duration on different parameters

4. Conclusion The results of numerical experiments implemented in the framework of the mathematical model, describing the dynamic interaction between the elements of the striker-gasket-reinforced concrete beam system have shown that the