Fracture toughness estimation for high-strength rail steels using indentation test

被引:16
作者
Yu, Feng [1 ,4 ]
Ben Jar, P-Y [1 ,2 ]
Hendry, Michael T. [1 ,3 ]
Jar, Chester [2 ]
Nishanth, Kukkadapu [5 ]
机构
[1] Univ Alberta, Canadian Rail Res Lab, Edmonton, AB, Canada
[2] Univ Alberta, Dept Mech Engn, Edmonton, AB, Canada
[3] Univ Alberta, Dept Civil & Environm Engn, Edmonton, AB, Canada
[4] Ningbo Univ, Sch Mech Engn & Mech, Ningbo 315211, Zhejiang, Peoples R China
[5] Natl Inst Technol, Dept Mech Engn, Rourkela, Odisha, India
基金
加拿大自然科学与工程研究理事会;
关键词
Fracture toughness; Indentation test; Critical damage parameter; High-strength rail steels; INSTRUMENTED INDENTATION; BALL INDENTATION; ELASTIC-MODULUS; PILE-UP; STRAIN; STRESS; MODEL; CURVES; ENERGY; PRINCIPLES;
D O I
10.1016/j.engfracmech.2018.10.030
中图分类号
O3 [力学];
学科分类号
08 ; 0801 ;
摘要
In this paper, tensile properties and mode I critical stress intensity factor (K-Ic) are measured on the railhead of six types of high-strength rail steels using standard testing methods. An instrumented ball indentation testing method is then developed to estimate fracture toughness for the six rail steels based on continuum damage mechanics. Critical damage parameter, determined by combining repeated loading-unloading tensile tests and a ductile damage model, is used to characterize a critical contact depth under indentation that is used to calculate the specific indentation energy, and thus the fracture toughness for indentation (K-Ind). Comparison between K-Ind and K-Ic for the six high-strength rail steels suggests that the current indentation testing method can successfully rank the six high-strength rail steels for their fracture toughness.
引用
收藏
页码:469 / 481
页数:13
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