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Permanent link (DOI): https://doi.org/10.7939/R39G5GT5B

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New Destructive and Non-Destructive Methods to Quantify Fracture Toughness of High-Strength Rail Steels Open Access

Descriptions

Other title
Subject/Keyword
Damage
High-strength rail steel
Stress triaxiality
Indentation fracture toughness
Fracture strain
Fracture toughness
Type of item
Thesis
Degree grantor
University of Alberta
Author or creator
Yu,Feng
Supervisor and department
P.Y. Ben Jar (Mechanical Engineering)
Michael T. Hendry (Civil and Environmental Engineering)
Examining committee member and department
John A. Nychka (Chemical and Materials Engineering)
Michael T. Hendry (Civil and Environmental Engineering)
P.Y. Ben Jar (Mechanical Engineering)
Donald Raboud (Mechanical Engineering)
Zengtao Chen (Mechanical Engineering)
Department
Department of Mechanical Engineering
Specialization

Date accepted
2017-09-07T15:34:24Z
Graduation date
2017-11:Fall 2017
Degree
Doctor of Philosophy
Degree level
Doctoral
Abstract
Rail breaks, resulting from increasing heavy axle-load operations and harsh environmental conditions, remain a major cause of catastrophic derailment of vehicles in North America. The objective of this research project is to develop convenient testing methods to identify the optimum high-strength rail steels for Canadian weather, which can contribute to reducing derailment risks for the Canadian railway industry. In this research project, both destructive and non-destructive testing methods are developed to quantify the fracture toughness of high-strength rail steels. The project can be broadly divided into two phases. Phase I, which is reported in Chapters 2 and 3, involves establishing an extended strain energy density (SED) model for estimating the fracture toughness of high-strength rail steels at 23, -10, and -40oC. First, the mechanical properties, including the mode I critical stress intensity factor (KIc), constitutive equation, and Vickers hardness, of three types of high-strength rail steels are tested and compared at 23, -10, and -40oC. According to the experimental results, their KIc values and tensile properties are not correlated with each other. Further study in phase I involves investigating the influence of stress triaxiality (defined as the ratio of hydrostatic stress to von Mises stress) on the plastic deformation and fracture behaviour of rail steels. An extended SED model that considers the effect of stress triaxiality on both distortional and dilatational SEDs is proposed for assessing the fracture toughness of high-strength rail steels. The critical SED factor, determined by calculating the product of the critical SED and a characteristic distance ahead of the crack tip, is found to well correlate with the KIc values among the three types of rail steels at 23, -10, and -40oC. The results also confirm that the dilatational energy dissipation (also known as damage energy dissipation) at the crack tip is the primary component to correlate the critical SED factor with the KIc of rail steels. In Phase II, which is reported in Chapters 4 and 5, a more convenient non-destructive indentation technique is developed for estimating the fracture toughness of high-strength rail steels. First, a new constitutive model with coupled stress-triaxiality-dependent plasticity and damage is postulated to describe the mechanisms involved in the plastic deformation and ductile damage to rail steels under different levels of stress triaxiality. Based on the new constitutive model, not only is the independence of the constitutive equation from stress triaxiality explained, but a stress-triaxiality-dependent ductile damage model is also developed to estimate the critical damage parameter (Dcr) at the crack tip. With this ductile damage model, the indentation fracture toughness (KInd) of rail steels is estimated based on the Dcr at the crack tip. In addition, the study in Phase II uses a parameter κ to accommodate the potential difference of the Dcr value in the two loading modes (tensile fracture and indentation compression). The study shows that Dcr is indeed stress-triaxiality dependent and increases with the increase of stress triaxiality. The results also show that the change in KInd based on Dcr either at the crack tip or for the smooth specimen is generally consistent with the difference in the measured fracture toughness (KIc) among the three rail steels. However, for materials that show small difference in KIc, i.e., within the scattering of the measured data, KInd based on the Dcr at the crack tip may show a different trend from that based on the Dcr for the smooth specimen, which depends on the selected κ values. Such an issue needs further investigation using materials that cover a wide range of fracture toughness. Compared to the destructive testing method, the non-destructive indentation technique is more convenient, and has the potential to serve as a tool for the in-field health monitoring of rail steels and for the material evaluation, at an early stage, of the new rail steel under development.
Language
English
DOI
doi:10.7939/R39G5GT5B
Rights
This thesis is made available by the University of Alberta Libraries with permission of the copyright owner solely for the purpose of private, scholarly or scientific research. This thesis, or any portion thereof, may not otherwise be copied or reproduced without the written consent of the copyright owner, except to the extent permitted by Canadian copyright law.
Citation for previous publication
Yu, F., Jar, P.-Y.B., Hendry, M., 2015. Effect of temperature on deformation and fracture behaviour of high-strength rail steel. Engineering Fracture Mechanics 146, 41-55.Yu, F., Jar, P.-Y.B., Hendry, M., 2017. Fracture behaviour at the sharp notch tip of high-strength rail steels - Influence of stress triaxiality. Engineering Fracture Mechanics 178, 184-200.Yu, F., Jar, B. and Hendry, M., 2016, July. Critical Strain and Damage Evolution for Crack Growth From a Sharp Notch Tip of High-Strength Steel. In ASME 2016 Pressure Vessels and Piping Conference (pp. V06AT06A029-V06AT06A029). American Society of Mechanical Engineers.

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