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Study on Structures and Carbides Changes Observed in Each Specimen Before and After Creep-Rupture Test (Study on type 321 stainless steel intended for high-temperature service such as for superheater and reheater tubes-II)

机译：蠕变破裂试验前后观察到的结构和碳化物变化（用于高温服务的321型不锈钢研究，如过热器和再热饮料管-II）

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Mamoru Nishihara; Hiroshi Hirano; Shunji Yamamoto; Kiyoshi Yoshida;
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年度 1960
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1. EFFECTS OF HYDRO GEN CHARGING ON AUSTENITIC ALLOYS: A COMPARATIVE STUDY OF TYPE-321 STAINLESS STEEL AND Fe-1.95C BINARY AUSTENITIC STEEL [J] . Oswald N. C. Uwakweh, Vinod S. Agarwala Corrosion Reviews . 2007,第3a4期

机译：氢电荷对奥氏体合金的影响：321型不锈钢和Fe-1.95C二元奥氏体钢的比较研究
2. Investigation of the effect of the types and densities of grain boundary carbides on grain boundary cavitation resistance of AISI 321 stainless steel under creep-fatigue interaction [J] . Kyung Seon Min, Ki Jae Kim, Soo Woo Nam Journal of Alloys and Compounds: An Interdisciplinary Journal of Materials Science and Solid-state Chemistry and Physics . 2004,第1a2期

机译：蠕变疲劳作用下晶界碳化物的种类和密度对AISI 321不锈钢晶界抗气蚀性的影响
3. High-temperature corrosion performance of austenitic stainless steels type AISI 316L and AISI 321H, in molten Solar Salt [J] . Gomes A., Navas M., Uranga N., Solar Energy . 2019,第JANa期

机译：AISI 316L和AISI 321H型奥氏体不锈钢在熔融太阳能盐中的高温腐蚀性能
4. Comparative study of 321 stainless steel and 321-Al composite coatings deposited by arc spraying process [C] . Yong-Xiong Chen, Bin-Shi Xu, Xiu-Bing Liang, International Conference on Surface Engineering . 2008

机译：电弧喷涂工艺沉积321不锈钢和321铝复合涂层的比较研究
5. Effects of grain boundary and triple line structures on carbide precipitation in type 304L stainless steel. [D] . Zhou, Yijian. 2000

机译：晶界和三线结构对304L型不锈钢碳化物沉淀的影响。
6. A Comparative Study of the Shear and Tensile Bond Strength using three types of Direct Bonding Adhesives on Stainless Steel Brackets - An In Vitro Study [O] . P Sunilkumar, Chandrashekhara Patil, Baswaraj H, 2013

机译：在不锈钢支架上使用三种直接粘合粘合剂对剪切和拉伸粘合强度进行比较的研究-体外研究
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. Metallographic Study of Type 304 Stainless Steel: Long-Term Creep-Rupture Specimen [R] . Biss, V. A., Sikka, V. K. 1981

机译：304不锈钢的金相学研究：长期蠕变 - 断裂试样

Study on Structures and Carbides Changes Observed in Each Specimen Before and After Creep-Rupture Test (Study on type 321 stainless steel intended for high-temperature service such as for superheater and reheater tubes-II)

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