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Effect of Annealing Temperature and Alloying Elements on the Mechanical Properties of Fe-Mn-C TWIP Steels

机译：退火温度和合金元素对Fe-Mn-C Twip钢机械性能的影响

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Jong-Ku Jung; Nam-Kyu Kim; Yeo-Sun Yeon; Hyun-Ho Kim; Oh-Yeon Lee;
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1. Effect of annealing temperatures on dynamic impact mechanical properties of high manganese TWIP steel [J] . Liang Gaofei, Lin Changqing, Fang Yuan 宝钢技术研究：英文版 . 2008,第001期

机译：退火温度对高锰TWIP钢动态冲击力学性能的影响
2. Mechanical Properties and Microstructure Evolution During Deformation of Fe-Mn-C TWIP Steel [J] . M. Zhenli, T. Di, Z. Aimin Steel Research International . 2012,第4期

机译：Fe-Mn-C TWIP钢变形过程中的力学性能和组织演变
3. Effects of recrystallization annealing temperature on carbide precipitation, microstructure, and mechanical properties in Fe-18Mn-0.6C-1.5Al TWIP steel [J] . Singon Kang, Yeon-Seung Jung, Joong-Hwan Jun, Materials Science and Engineering . 2010,第3期

机译：再结晶退火温度对Fe-18Mn-0.6C-1.5Al TWIP钢中碳化物的析出，组织和力学性能的影响
4. Effect of heat treatment on microstructure and mechanical properties of Fe-Mn-C TWIP steel for automotive applications [C] . Ruzheng Pan, Jue Wang, Guangsheng Sun, Baosteel Biennial Academic Conference . 2008

机译：热处理对汽车用Fe-Mn-C TWIP钢组织和力学性能的影响
5. Analysis and control of SRS of Al-Mg alloys and TWIP steel for improved mechanical performance [D] . Bînţu, Alexandra. 2016

机译：分析和控制Al-Mg合金和TWIP钢的SRS以改善机械性能
6. Quantum-mechanical analysis of effect of alloying elements on ε-martensite start temperature of steels [O] . J. H. Jang, J. Moon, H.-Y. Ha, -1

机译：合金元素对钢的ε-马氏体起始温度影响的量子力学分析
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. Effect of the High Temperature Normalizing Treatment Upon the Mechanical Properties and Microstructure of Alloy Gun Steels Cast of Alloy Steel Ingots [R] . Wallace, J. F. 1946

机译：高温正火处理的影响在合金钢锭合金枪钢铸件的力学性能和显微结构

Effect of Annealing Temperature and Alloying Elements on the Mechanical Properties of Fe-Mn-C TWIP Steels

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