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.

Structural Analysis
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ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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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, KI-42 MPa-m¹2. The crack
growth is approximately described by the Paris law with A=6.9-10-12
(m/cycle)/[(MPa-m¹²)³]. Assume that K₁=1.1.0 √√a, where a is the crack half length.
Estimate the number of revolutions that can be withstood without failure.
Transcribed Image Text: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, KI-42 MPa-m¹2. The crack growth is approximately described by the Paris law with A=6.9-10-12 (m/cycle)/[(MPa-m¹²)³]. Assume that K₁=1.1.0 √√a, where a is the crack half length. Estimate the number of revolutions that can be withstood without failure.
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