Path-Length Based Statistical Analysis of Random Multi-Axial Fatigue Loading Histories

Author(s):  
Zhigang Wei ◽  
Fulun Yang ◽  
Henry Cheng
Author(s):  
Mihir Malladi ◽  
V. Mithun ◽  
K. B. N. Naveen ◽  
N. Punith ◽  
Jyoti M. Roogi ◽  
...  

2011 ◽  
Vol 33 (8) ◽  
pp. 985-991 ◽  
Author(s):  
R. Ghelichi ◽  
A. Bernasconi ◽  
M. Guagliano

1999 ◽  
Vol 65 (630) ◽  
pp. 300-305
Author(s):  
Takahiro TERANISHI ◽  
Hironobu NISITANI ◽  
Satoshi TANAKA ◽  
Kenji FUJITA

2018 ◽  
Vol 140 (6) ◽  
Author(s):  
Ramesh Marrey ◽  
Brian Baillargeon ◽  
Maureen L. Dreher ◽  
Jason D. Weaver ◽  
Srinidhi Nagaraja ◽  
...  

Evaluating risk of fatigue fractures in cardiovascular implants via nonclinical testing is essential to provide an indication of their durability. This is generally accomplished by experimental accelerated durability testing and often complemented with computational simulations to calculate fatigue safety factors (FSFs). While many methods exist to calculate FSFs, none have been validated against experimental data. The current study presents three methods for calculating FSFs and compares them to experimental fracture outcomes under axial fatigue loading, using cobalt-chromium test specimens designed to represent cardiovascular stents. FSFs were generated by calculating mean and alternating stresses using a simple scalar method, a tensor method which determines principal values based on averages and differences of the stress tensors, and a modified tensor method which accounts for stress rotations. The results indicate that the tensor method and the modified tensor method consistently predicted fracture or survival to 107 cycles for specimens subjected to experimental axial fatigue. In contrast, for one axial deformation condition, the scalar method incorrectly predicted survival even though fractures were observed in experiments. These results demonstrate limitations of the scalar method and potential inaccuracies. A separate computational analysis of torsional fatigue was also completed to illustrate differences between the tensor method and the modified tensor method. Because of its ability to account for changes in principal directions across the fatigue cycle, the modified tensor method offers a general computational method that can be applied for improved predictions for fatigue safety regardless of loading conditions.


Author(s):  
Peng Luo ◽  
Weixing Yao ◽  
Yingyu Wang ◽  
Piao Li

In this paper, several fatigue failure approaches of metallic notched components under multi-axial loading in recent decades are reviewed in detail. They are classified into three categories according to their different fatigue physical mechanisms and hypotheses: nominal stress approach, local stress–strain approach and the theory of critical distance. The accuracy, applicable range and computing complexity of these three different fatigue failure theories of metallic notched specimen under multi-axial fatigue loading are given. It is concluded that theory of critical distance accords with experimental results under multi-axial fatigue loading and it gives unambiguous explanation for physical mechanism of fatigue damage. However, the computing process is complex, especially under non-proportional fatigue loading, and the key parameter of theory of critical distance is difficult to calculate especially in engineering. These difficulties limit the application of theory of critical distance.


Author(s):  
Zhigang Wei ◽  
Pingsha Dong ◽  
Thomas P. Forte

The Path-Dependent Maximum Range (PDMR) is a general-purpose multi-axial fatigue life assessment tool recently developed by Battelle researchers. The PDMR has been successfully applied to fatigue analysis of engineering components under variable amplitude, non-proportional, multiaxial fatigue loading histories. PDMR begins by seeking the maximum possible distance (or range) between any two points in the equivalent stress/strain space over a given fatigue loading history, while also identifying the associated loading path-length. The process continues recursively until each loading path has been counted. PDMR then collects the cycles calculated and the associated path-lengths for subsequent calculations of the fatigue damage. The effectiveness of the PDMR method has been validated by its ability to correlate a large amount of fatigue data. In a computerized PDMR calculation, most of the central processor unit’s (CPU) time is spent searching for the maximum range. While a brute-force search is the simplest to implement, and will always find a solution if it exists, its cost, in many practical problems, tends to grow very quickly as the size of the loading spectrum increases with O(n2) time complexity, where n is the number of spectrum data points. In this paper, Andrew’s monotone chain algorithm, a sophisticated and reliable convex hull algorithm is implemented into the PDMR to reduce the solution time. Like the widely used angular Graham Scan sort, Andrew’s monotone chain runs in O(n log n) time due to the merge-sort approach. The Rotating Caliper algorithm, which is another computational algorithm for quickly determining all antipodal pairs of vertices on a predetermined convex hull, is also introduced. Several examples have clearly demonstrated that these algorithms can be used in combination to significantly decrease the execution time for the PDMR in engineering fatigue analysis and design.


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