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COMPRESSIVE STRENGTH OF RAPID SULFOALUMINATE CEMENT CONCRETE EXPOSED TO ELEVATED TEMPERATURES

机译：快速硫化水泥混凝土抗压强度暴露于升高的温度

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Jean Jacques Kouadjo Tchekwagep;
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1. COMPRESSIVE STRENGTH OF RAPID SULFOALUMINATE CEMENT CONCRETE EXPOSED TO ELEVATED TEMPERATURES [J] . Tchekwagep Jean Jacques Kouadjo, Wang Shoude, Mukhopadhyay Anol K., ceramics . 2020,第3期

机译：快速硫化水泥混凝土抗压强度暴露于升高的温度
2. STRENGTHS OF SULFOALUMINATE CEMENT CONCRETE AND ORDINARY PORTLAND CEMENT CONCRETE AFTER EXPOSURE TO HIGH TEMPERATURES [J] . Tchekwagep Jean Jacques Kouadjo, Wang Shoude, Mukhopadhyay Anol K., ceramics . 2020,第2期

机译：高温后硫化水泥混凝土和普通波特兰水泥混凝土的优势
3. Effect of cooling methods on residual compressive strength and cracking behavior of fly ash concretes exposed at elevated temperatures [J] . Shaikh Faiz U. A., Vimonsatit Vanissorn Fire and materials . 2016,第2期

机译：冷却方法对高温下暴露的粉煤灰混凝土残余抗压强度和开裂行为的影响
4. AN EXPERIMENTAL STUDY ON THE COMPRESSIVE STRENGTH OF CONCRETE AND BOND STRENGTH BETWEEN STEEL BARS AND CONCRETE EXPOSED TO ELEVATED TEMPERATURES UP TO 700℃ [C] . A Ferhat BINGOL, Rustem GUL The 3rd International Conference on The Concrete Future（第三届混凝土未来国际会议） . 2008

机译：高温下高温下钢筋与混凝土的抗压强度的试验研究。
5. Concrete Maturity Method Applied to Rapid-Setting Calcium-Sulfoaluminate (CSA) Concretes for Pavement Repair under Different Ambient Temperatures [D] . Langford, Ryan Nicholas. 2021

机译：在不同环境温度下，用于快速设定钙 - 磺酸钙（CSA）混凝土的混凝土成熟度方法
6. Effects of Accelerators and Retarders in Early Strength Development of Concrete Based on Low-Temperature-Cured Ordinary Portland and Calcium Sulfoaluminate Cement Blends [O] . Taegyu Lee, Jaehyun Lee, Hyeonggil Choi 2020

机译：低温固化普通硅酸盐和硫铝酸钙水泥掺合料中促进剂和缓凝剂对混凝土早期强度发展的影响
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. Cement-Based Radioactive Waste Hosts Formed under Elevated Temperatures and Pressures (FUETAP Concretes) for Savannah River Plant High-Level Defense Waste [R] . Dole, L. R., Rogers, G. C., Morgan, M. T., 1983

机译：萨凡纳河工厂高层防御废物在高温和高压（FUETap混凝土）下形成的水泥基放射性废物宿主

COMPRESSIVE STRENGTH OF RAPID SULFOALUMINATE CEMENT CONCRETE EXPOSED TO ELEVATED TEMPERATURES

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