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ELEVATED TEMPERATURE FATIGUE PROPERTIES OF D6AC HIGH STRENGTH STEEL,

机译：D6aC高强度钢的高温疲劳性能，

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作者
davis,sidney o.;
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年度 1965
页码 1-31
总页数 31
原文格式 PDF
正文语种 eng
中图分类工业技术;
关键词
steel; fatigue(mechanics)mechanical properties; stresses; rupture; tensile properties; rocket cases;

机译：钢;疲劳（力学）机械性能;应力;破裂;拉伸性能;火箭箱;

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专利

1. Effects of tempering temperature on fatigue crack propagation behavior of high-strength low-alloy D6AC steel plasma arc welds [J] . Lin Chun-Ming, Huang Chi-Zhi, Su Cherng-Yuh, Materials Letters . 2017,第octa1期

机译：回火温度对高强度低合金D6AC等离子弧焊缝疲劳裂纹扩展行为的影响
2. Increasing Behavior of Strength for Fatigue Fracture of Austenitic Stainless Steel during Fatigue Tests at Elevated Temperature [J] . Kenji Kanazawa, Maya Sugimoto Key Engineering Materials . 2010,第期

机译：高温疲劳试验中奥氏体不锈钢疲劳断裂强度的提高行为
3. Study on environmental effect on fatigue and creep-fatigue strength of 316FR stainless steel in sodium at elevated temperature [J] . Shingo Date, Hiroshi Ishikawa, Tomomi Otani, Nuclear Engineering and Design . 2008,第2期

机译：高温下对316FR不锈钢在钠中的疲劳和蠕变疲劳强度的环境影响研究
4. Increasing Behavior of Strength for Fatigue Fracture of Austenitic Stainless Steel during Fatigue Tests at Elevated Temperature [C] . Kenji Kanazawa, Maya Sugimoto International Conference on fracture and Damage Mechanics . 2010

机译：升高温度疲劳试验期间奥氏体不锈钢疲劳断裂强度的提高
5. ON THE EFFECTS OF STATIC AND CYCLIC LOADS ON FERRITIC STEELS AT ELEVATED TEMPERATURES (CREEP-FATIGUE INTERACTION). [D] . BUNCH, JEFFREY OMER. 1986

机译：静载荷和循环载荷对高温下铁素体钢（蠕变疲劳相互作用）的影响。
6. Interfacial Bond Behavior of High Strength Concrete Filled Steel Tube after Exposure to Elevated Temperatures and Cooled by Fire Hydrant [O] . Zongping Chen, Jiyu Tang, Xingyu Zhou, 2020

机译：高温和消防栓冷却后高强度钢管混凝土的界面粘结行为
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。

ELEVATED TEMPERATURE FATIGUE PROPERTIES OF D6AC HIGH STRENGTH STEEL,

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