A thin walled rotating shaft is subjected to a torque and a bending load. The torque produces the shear stress of 140 MPa. The bending load produces the normal stress varying through the shaft cross-section from -80 MPa to 80 MPa. The shaft may contain through cracks of unknown orientation with the length of up to 3.5 mm. The shaft material has oy-350 MPa, E=70 GPa, v=0.315, K-42 MPa-m¹2. The crack growth is approximately described by the Paris law with A=6.9.10-12 (m/cycle)/[(MPa-m¹/2)³]. Assume that K₁=1.1.0 √ a, where a is the crack half length.
A thin walled rotating shaft is subjected to a torque and a bending load. The torque produces the shear stress of 140 MPa. The bending load produces the normal stress varying through the shaft cross-section from -80 MPa to 80 MPa. The shaft may contain through cracks of unknown orientation with the length of up to 3.5 mm. The shaft material has oy-350 MPa, E=70 GPa, v=0.315, K-42 MPa-m¹2. The crack growth is approximately described by the Paris law with A=6.9.10-12 (m/cycle)/[(MPa-m¹/2)³]. Assume that K₁=1.1.0 √ a, where a is the crack half length.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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