Changes in the Structure and Properties of Welded Joints of Low-Alloy Steels, Subjected to Cyclic Loads

International Scientific and Practical Conference on Urgent Problems of Modern Mechanical Engineering

机械制造;材料科学

Kuskov, V.N.^1 ; Kovenskiy, I.M.^1 ; Kuskov, K.V.^1

Tyumen State Oil and Gas University, Russia^1

关键词: High dislocation density;    Intermediate stage;    Number of cycles to failure;    Operating condition;    Structural failure;    Structure and properties;    Time varying loads;    Welded constructions;   

Others  :  https://iopscience.iop.org/article/10.1088/1757-899X/127/1/012045/pdf
DOI  :  10.1088/1757-899X/127/1/012045

学科分类：材料科学（综合）

来源: IOP

【 摘 要 】

Time-varying loads negatively affect the properties and structure of materials. Structural failures typically occur at loads below the yield point. In this work, fatigue tests of welded joints of low-alloy steels were carried out in an asymmetric cycle at loads of 60 and 80% of the yield strength. The stress ratio was 0.8-0.9. On the basis of the results of the tests, equations linking the number of cycles to failure with test parameters were obtained. Such equations can be used for estimating the residual life of elements both under construction and in operation. It has been found that the failure is not instantaneous. Specimens of steels continue to resist variable loads for 4000 - 26000 cycles to failure, depending on steel grade and the parameters of the test. Under operating conditions, it gives an opportunity to discover the onset of failure and dispose of the defective part or to replace the entire structure. A standard technique was used to measure the microhardness on the fractured specimens. The distance between the nearest indentations was 0.2 mm. The results of the measurements were plotted in graphs of ahardness change characteristic for all steels under study. A microhardness "step" has been discovered in areas with high dislocation density, as evidenced by x-ray diffraction and transmission electron microscopy. An intermediate stage of the investigation is the development of recommendations for determining the moment of failure of welded constructions with a probability of 95%.