PSI - Issue 47
Victor Rizov / Procedia Structural Integrity 47 (2023) 3–12 Author name / Structural Integrity Procedia 00 (2019) 000–000
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considering the complementary strain energy. It is found that the strain energy release rate at increase of internal, interstitial or external crack has higher, intermediate and lower value, respectively. The analysis reveals that the strain energy release rate decreases with increasing of the values of material properties, q and H . The increase of the value of material property, p , leads to increase of the strain energy release rate. The increases of 1 4 / R R ratio and the radius of the cross-section of the beam lead to decrease of the strain energy release rate. It is found also that non-linear viscoelastic behaviour generates growth of the strain energy release rate. It should also be mentioned that the analysis described in the present paper can be easily developed further to treat inhomogeneous non-linear viscoelastic beam structures with more than three longitudinal circular cylindrical cracks under axial force and bending moment. 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