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Fracture behavior of as-cast pearlitic nodular iron
Authors:Kei-Peng Jen  Joseph T Scardina  Dallas G Smith
Affiliation:Department of Mechanical Engineering, Villanova University, Villanova, PA 19085, U.S.A.;Department of Mechanical Engineering, Tennessee Technological University, Cookeville, TN 38505, U.S.A.;Department of Civil Engineering, Tennessee Technological University, Cookeville, TN 38505, U.S.A.
Abstract:The fatigue crack propagation and fracture toughness behavior of an ASTM A536, as-cast, pearlitic nodular iron with a bull's-eye structure was studied. The material had an ultimate strength of 76 ksi, a yield strength of 59 ksi, and an elongation of 1.6%. Fracture toughness tests were conducted on compact tension specimens with thicknesses of 0.30, 0.50, 0.70, and 1.00 inches. The conditional fracture toughness, KQ, was found to be insensitive to the specimen thickness in the above range and to have a value of approximately 30 ksi-in1/2. The dependence of the fatigue crack growth rate, da/dN, on the stress intensity factor, δK, was determined for stress ratios of 0.1, 0.3, 0.5, and 0.7. At the same °K level, the da/dN rates were higher for the higher stress ratios. The parameters, C and n, of the Paris equation, da/dN=CK)n were determined for each stress ratio. Near-threshold tests were also conduced for the stress ratio of 0.1. The threshold stress intensity factor, δKTH, was found to be in the range of 6.3 to 7.7 ksi-in1/2. A statistical model was used to calculate the agreement of the results of two duplicate fatigue crack growth tests.
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