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Improving Hydrogen Embrittlement Resistance of Hot-Stamped 1500 MPa Steel Parts That Have Undergone a QP Treatment by the Design of Retained Austenite and Martensite Matrix

机译：改善热冲压的1500MPa钢部件的氢脆抗性，该耐型奥氏体和马氏体基质的设计经历了Q＆P处理

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Zhou Wang; Mingxin Huang;
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1. Strong resistance to hydrogen embrittlement via surface shielding in multi-layered austenite/martensite steel sheets [J] . Min Cheol Jo, Min Chul Jo, Jisung Yoo, Materials Science and Engineering . 2021,第Jana7期

机译：通过表面屏蔽在多层奥氏体/马氏体钢板中的表面屏蔽抗氢脆性的强抗性
2. Phase Stability Effects on Hydrogen Embrittlement Resistance in Martensite-Reverted Austenite Steels [J] . Cameron B. C., Koyama M., Tasan C. C. Metallurgical and Materials Transactions, A. Physical Metallurgy and Materials Science . 2019,第1期

机译：Martensite恢复奥氏体钢中氢脆抗性的相位稳定性效应
3. Influence of microstructure on the mechanical properties and hydrogen embrittlement characteristics of 1800MPa grade hot-stamped 22MnB5 steel [J] . Okayasu Mitsuhiro, Yang Lele Journal of Materials Science . 2019,第6期

机译：微观结构对1800MPA级热冲压22MnB5钢的机械性能和氢脆特性的影响
4. Tensile and fatigue crack growth properties of high strength stainless steel with high resistance to hydrogen embrittlement in 100 MPa hydrogen gas [C] . Akihiro ORITA, Takashi MATSUO, Saburo MATSUOKA, European Conference on Fracture . 2012

机译：在100 MPa氢气中具有高抗氢脆性的高强度不锈钢的拉伸和疲劳裂纹扩展特性
5. The Effects of Metastable Austenite and Martensite on the Susceptibility to Hydrogen Embrittlement of TBF Steels [D] . Bollinger, Andrea L. 2020

机译：稳定性奥氏体和马氏体对TBF钢氢脆易感性的影响
6. Hydrogen embrittlement property of a 1700-MPa-class ultrahigh-strength tempered martensitic steel [O] . Songjie Li, Eiji Akiyama, Kimura Yuuji, 2010

机译：1700MPa级超高强度回火马氏体钢的氢脆性
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。

Improving Hydrogen Embrittlement Resistance of Hot-Stamped 1500 MPa Steel Parts That Have Undergone a QP Treatment by the Design of Retained Austenite and Martensite Matrix

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