A Model for the Determination of Residual Fatigue Life of a Nickel-Based Superalloy

Author(s):  
Duyi Ye ◽  
Jinyang Zheng

In this paper, both the dissipation of the plastic-strain energy and the exhaustion of the static toughness during high-temperature low-cycle fatigue of GH4145/SQ superalloy were investigated. Together with the analysis of the microscopic aspects of the material, an energy-based damage mechanics model was developed for the prediction of the residual fatigue life of the high-temperature fastened parts in power plant. Experimental results show that the static toughness is a parameter that is highly sensitive to the fatigue damage process. The deterioration of the static toughness during fatigue process reveals the exhaustion of the materials’s ability to absorb energy, which is essentially associated with the irreversible energy dissipation process of the fatigue failure. Based on the dissipation of the plastic-strain energy and the exhaustion of the static toughness during fatigue, a damage variable is defined that is consistent with the fatigue damage mechanism. The variable is sensitive to the fatigue process and can be measured with a simple experimental procedure. A fatigue damage evolution equation is derived on the basis of Lemaitre’s potential of dissipation in the framework of continuum damage mechanics. Furthermore, an equation for the determination of the residual fatigue life is deduced. The fatigue damage mechanics model is verified by comparing the predicted results with the experimental observations. The fatigue damage mechanics model developed may provide a feasible approach to determining the residual fatigue life of the high-temperature fastened parts in power plant.

2019 ◽  
Vol 105 ◽  
pp. 182-195 ◽  
Author(s):  
Dušan Arsić ◽  
Nebojša Gnjatović ◽  
Simon Sedmak ◽  
Aleksandra Arsić ◽  
Milan Uhričik

2018 ◽  
Vol 13 ◽  
pp. 79-84 ◽  
Author(s):  
M. Arsić ◽  
S. Bošnjak ◽  
N. Gnjatović ◽  
S.A. Sedmak ◽  
D. Arsić ◽  
...  

2013 ◽  
Vol 275-277 ◽  
pp. 220-224
Author(s):  
Ping Wang ◽  
Rong Yang ◽  
Ji Feng Tian

Abstract. In this paper, the fatigue life of the 45 # steel specimens is tested. Two groups of fatigue damage specimens are prepared for the experimental study. Their fatigue cycles respectively reached 80% and 90% of the fatigue life tested. The repairing experiments to the two groups’ specimens by the high voltage pulse discharge are finished. After these repairing experiments, the residual fatigue lives of the two group specimens repaired are tested. The results show that the residual fatigue lives of the specimens are improved greatly. The total fatigue lives of the specimens have been increased at least 160% of the fatigue life tested.


2019 ◽  
Vol 6 (3) ◽  
Author(s):  
Elena Feoktistova

The article proposes a method of evaluation of residual fatigue life of metal beam of reinforced concrete superstructures of road bridges. In the calculations of residual fatigue life were implemented statistical data of endurance characteristics of steel structures that mostly fully corresponds to the given junctions by design, material, production technology and force impact. Fatigue life is determined based on the hypothesis of linear addition of fatigue damage accumulation. The critical damage amount providing the target reliability considered equal to one. Residual fatigue life of metal beams is calculated based on endurance characteristics of different groups of welded joints.For the life period assessment the motor transport load including prospective is reduced to the estimated. The reduction factor is defined based on the stress level, asymmetry factor of stress cycle and steel grade according to the conditions of equality of fatigue damage accumulation. The method allows determining of the remaining fatigue life of welded metal beams according to the transport load. Service limit and usage mode are predicted based on the structural calculations taking into account defects and damages using actual size and considering manufacturing, constructing and operational defects. Moreover, changes of strength and fatigue characteristics should be taken into account. The method of evaluation of residual fatigue life of metal beam of reinforced concrete superstructures of road bridges proposed by the auther requires clarification of te current and future load impact. The fatigue life mostly depends on the performance of superstructures maintanance and repair works.


2018 ◽  
Vol 5 (10) ◽  
pp. 180951 ◽  
Author(s):  
Jingnan Zhang ◽  
Fengxian Xue ◽  
Yue Wang ◽  
Xin Zhang ◽  
Shanling Han

Aiming at the problem of the fatigue life prediction of rubber under the influence of temperature, the effects of thermal ageing and fatigue damage on the fatigue life of rubber under the influence of temperature are analysed and a fatigue life prediction model is established by selecting strain energy as a fatigue damage parameter based on the uniaxial tensile data of dumbbell rubber specimens at different temperatures. Firstly, the strain energy of rubber specimens at different temperatures is obtained by the Yeoh model, and the relationship between it and rubber fatigue life at different temperatures is fitted by the least-square method. Secondly, the function formula of temperature and model parameters is obtained by the least-square polynomial fitting. Finally, another group of rubber specimens is tested at different temperatures and the fatigue characteristics are predicted by using the proposed prediction model under the influence of temperature, and the results are compared with the measured results. The results show that the predicted value of the model is consistent with the measured value and the average relative error is less than 22.26%, which indicates that the model can predict the fatigue life of this kind of rubber specimen at different temperatures. What's more, the model proposed in this study has a high practical value in engineering practice of rubber fatigue life prediction at different temperatures.


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