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A new approach for evaluating the resistance of wheel steel to spall formation

机译：一种评价车轮钢电阻以倒置的新方法

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Taras Lenkovskiy; Andriy Dzyubyk; Volodymyr Vira; Lyudmyla Dzyubyk; Volodymyr Topilnytskyy; Roman Kovalchuk; Zoia Duriagina; Volodymyr Volodymyrovych Kulyk; Artem Glazov;
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1. A NEW APPROACH FOR EVALUATING THE RESISTANCE OF WHEEL STEEL TO SPALL FORMATION [J] . Taras Lenkovskiy, Artem Glazov, Volodymyr Kulyk Engineering Review . 2020,第2期

机译：一种评价车轮钢电阻以倒置的新方法
2. Incipience and development of spall fracture in 30KHGSA steel, α?ε transformation, spall fracture and damage recovery [J] . Svetlana Malyugina, Sergey Mokrushin, Anna Mayorova, EPJ Web of Conferences . 2018,第2期

机译：30KHGSA钢剥落破坏的发生和发展，α？ε相变，剥落破坏和损伤恢复。
3. Investigation of influence of white layer geometry on spalling property in railway wheel steel [J] . T. Kato, A. Sugeta, E. Nakayama Wear: an International Journal on the Science and Technology of Friction, Lubrication and Wear . 2011,第1a2期

机译：研究白层几何形状对铁路车轮钢剥落性能的影响
4. Mechanism of Friction Heat Induced Phase Transformation and Spalling of Train Wheel Steel [C] . SU Hang, PAN Tao, LI Li, Iron Steel Supplement 2005 vol.40: The Joint International Conference of HSLA Steels 2005 and ISUGS 2005 . 2005

机译：车轮钢摩擦热诱导相变和剥落的机理
5. Development and Evaluation of NiW Alloy and NiW-TiO2 Composite Coatings on the Mechanical Properties, Tribological Performance and the Corrosion Resistance of Bearing Steel [D] . Paul, Arindam. 2021

机译：NiW合金和NiW-TiO2复合涂层对轴承钢机械性能，摩擦学性能和耐腐蚀性的开发和评价
6. Comparative Evaluation of Friction Resistance of Titanium Stainless Steel Ceramic and Ceramic with Metal Insert Brackets with Varying Dimensions of Stainless Steel Wire: An In vitro Multi-center Study [O] . B Sunil Kumar, Suresh Miryala, K Kiran Kumar, 2014

机译：钛不锈钢陶瓷和具有金属丝插入支架（具有不同尺寸的不锈钢丝）的陶瓷的摩擦阻力的比较评估：体外多中心研究
7. Mechanical properties of various concrete after high temperature exposure Mechanical property of various types of concrete after high temperature exposure is investigated. Considering compressive strength requirement for a vertical element in high rise building, concrete specimens with various design strengths of 35, 80, 100, and 150 MPa were tested. Particularly, the influence of incorporated steel fiber on fire resistance is of interest in this study. Experimental results show that the fire resistance depends on the design strength and steel fiber content. Normal strength concrete (NSC) of a design strength of 35 MPa or high performance concrete (HPC) of 80-100 MPa does not spall when exposed to 100-400 °C of temperature. However, an explosive spalling occurs at 300 °C when the HPCs contain 1 vol. of steel fiber. Ultra-high performance concrete (UHPC) of a design strength of 150 MPa and 1.5 vol. of steel fiber also shows dramatic spalling at 300 °C. The experimental results found in this study can contribute to a better understanding of the behaviors of HPC and UHPC under fire and the role of steel fiber on the fire resistance. [O] . 2017

机译：研究了高温暴露后各种混凝土高温曝光机械性能各种混凝土的机械性能。考虑到高层建筑中垂直元件的抗压强度要求，测试了35,80,100和150MPa各种设计强度的混凝土试样。特别是，在这项研究中，掺入钢纤维对耐火性的影响。实验结果表明，耐火性取决于设计强度和钢纤维含量。在暴露于100-400°C的温度时，80-100MPa的设计强度为35MPa或高性能混凝土（HPC）的正常强度混凝土（NSC）不会击落。然而，当HPC含有1体积的钢纤维的百分比时，爆炸性剥落发生在300℃。超高性能混凝土（UHPC）的设计强度为150 MPa和1.5 Vol。钢纤维的百分比也显示出300℃的剧烈剥落。本研究中发现的实验结果可以有助于更好地了解在火灾中的HPC和UHPC的行为以及钢纤维对耐火性的作用。
8. Railroad Wheel Residual Stress Detection Program. An Evaluation of Residual211 Stress in Cast Steel Railroad Wheels Using Electromagnetic Acoustic Transducers 211 (EMATs) [R] . Stone, D., Garcia, G., Burnett, S. 1998

机译：铁路车轮残余应力检测程序。利用电磁声换能器211（EmaTs）评估铸钢铁路车轮残余应力

A new approach for evaluating the resistance of wheel steel to spall formation

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