Materials Science And Engineering Properties
Materials Science And Engineering Properties
1st Edition
ISBN: 9781111988609
Author: Charles Gilmore
Publisher: Cengage Learning
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Chapter 11, Problem 5ETSQ
To determine

The mode of fracture for a smooth tensile specimen when a fracture is caused by a crack created by a small amount of plastic strain.

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a. Explain using a typical stress-strain curve, the effect that cold working has on the yield strength and ductility of a mild steel specimen. b. Sketch a typical fractured specimen of a flat ductile mild steel bar which has failed when subjected to axial tension, showing clearly the region of fracture. c. Sketch a typical fractured specimen of a flat brittle cast iron bar which has failed when subjected to axial tension, showing clearly the region of fracture.
The steel has yield strength of 550 MPa and a fracture toughness of 40 MPa m^1/2.What will be the limiting design stress if the maximum tolerable crack is 3.0 mm in length and no plastic deformation is permitted?
2. Please estimate the number of cycles to failure of a steel specimen under tensile fatigue loading with the following parameters. The R ratio is 3, mean stress 200 MPa, yield strength 450 MPa, ultimate tensile strength 560 MPa, Young’s modulus 200 GPa, KIC = 140 MPa . Assume the initial crack length is 0.1 mm.
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Materials Science And Engineering Properties
Civil Engineering
ISBN:9781111988609
Author:Charles Gilmore
Publisher:Cengage Learning