Testing and Analysis of Uniaxial Mechanical Fatigue, Charpy Impact Fracture Energy and Microhardness of Two Low-Carbon Steels

Author:

Brnic Josip1ORCID,Balos Sebastian2ORCID,Brcic Marino1ORCID,Dramicanin Miroslav2ORCID,Krscanski Sanjin1ORCID,Milutinovic Mladomir2ORCID,Ding Biao3,Gao Zeng4ORCID

Affiliation:

1. Department of Engineering Mechanics, Faculty of Engineering, University of Rijeka, Vukovarska 58, 51000 Rijeka, Croatia

2. Department of Production Engineering, Faculty of Technical Sciences, University of Novi Sad, Trg Dositeja Obradovica 6, 21000 Novi Sad, Serbia

3. State Key Laboratory of Advanced Special Steel, School of Materials Science and Engineering, Shanghai University, Shanghai 200072, China

4. School of Materials Science and Engineering, Henan Polytechnic University, Jiaozuo 454003, China

Abstract

The paper presents and analyzes the results of experimental tests performed on two non-alloy low carbon steels (1.1141 and 1.0122) in cases of their exposure to impact fracture energy and uniaxial high cyclic mechanical stress-controlled fatigue. The experimental results provide insight into the changes in the Charpy impact fracture energy of the V-notched test specimen that occur as a result of temperature changes. The experimental results also provide insight into the mechanical response of the tested materials to mechanical uniaxial high-cycle fatigue at room temperature in an air atmosphere and at different applied stress ratios. Material fatigue tests refer to symmetric (R = −1), asymmetric (R = −0.5) and pulsating tensile (R = 0) cycles. The test results are shown in the S–N diagrams and refer to the highest applied stresses in relation to the number of failures at a given stress ratio. Using the modified staircase method, the fatigue limit (endurance limit) was calculated for both tested materials at each prescribed stress ratio. For both tested steel alloys, and at prescribed stress ratios, the fatigue limit levels (σ_f) are shown as follows: for steel C15E+C (1.1141)→σf[250.8R=−1; 345.4R=−0.5; 527R=0](MPa); and for steel S235JRC+C (1.0122)→σf[202R=−1; 310R=−0.5; 462R=0](MPa). All uniaxial fatigue tests were performed on unnotched, smooth, highly-polished specimens. The microhardness of both materials was also tested.

Funder

University of Rijeka

Publisher

MDPI AG

Subject

General Materials Science

Reference43 articles.

1. Dowling, N.E. (2013). Mechanical Behavior of Materials, Engineering Methods for Deformation, Fracture and Fatigue, Pearson. [4th ed.].

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3. Collins, H.A. (1993). Failure of Materials in Mechanical Design, John Wiley & Sons. [2nd ed.].

4. Analysis of experimental data on the behavior of steel S275JR—Reliability of modern design;Brnic;Mater. Des.,2013

5. Uniaxial fatigue, creep and stress-strain responses of steel 30CrNiMo8;Brnic;Steel Compos. Struct.,2019

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