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BEHAVIOR AND DURABILITY OF HIGH AND ULTRA HIGH STRENGTH CONCRETE MANUFACTURED BY LOCAL MATERIALS

机译：局部材料制造的高和超高强度混凝土的行为和耐久性

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Walid El- Sayed; Dina M. Sadek; Basuoni Ibrahim Al- Samahy;
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年度 2011
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1. Strength and Durability of High Performance Concrete Using Local Materials [J] . I. Gumidi, Y. Abdelaziz, T. Rikioui International Review of Civil Engineering . 2014,第1期

机译：使用当地材料的高性能混凝土的强度和耐久性
2. THE INFLUENCE OF RAW MATERIALS ON THE WORKABILITY AND DURABILITY OF ULTRA-HIGH STRENGTH CONCRETE [J] . Michael Schmidt, Heiko Moeller Betonwerk + Fertigteil-Technik . 2011,第2期

机译：原材料对超高强混凝土的可加工性和耐久性的影响
3. Evaluation of Strength and Durability of Hollow Concrete Blocks Prepared by Using Concrete Waste Materials from Adama, Ethiopia [J] . Kumar Shantveerayya, H.C. Ananda Murthy, Chimdi Gadafa International Journal of Engineering Research and Applications . 2020,第5期

机译：采用埃塞俄比亚Adama的混凝土废料制备中空混凝土砌块的强度和耐久性评价
4. EFFECTS OF RUBBING ACTION IN MANUFACTURING PROCESS OF RECYCLED COARSE AGGREGATE FROM WASTE CONCRETE ON STRENGTH AND DURABILITY OF RECYCLED CONCRETE PRODUCTS [C] . Yoshiharu Hosokawa, Masami Shoya, International Union of Testing amp, RILEM International Symposium on Environment-Conscious Materials and Systems for Sustainable Development . 2005

机译：摩擦作用在废混凝土中回收粗骨料制造过程中的影响，对再生混凝土产品的强度和耐久性
5. Strength and Durability of Ultra-High Performance Concrete Materials and Structures. [D] . Alkaysi, Mouhamed. 2016

机译：超高性能混凝土材料和结构的强度和耐久性。
6. Mechanical Properties and Durability of Ultra High Strength Concrete Incorporating Multi-Walled Carbon Nanotubes [O] . Liulei Lu, Dong Ouyang, Weiting Xu 2016

机译：掺碳纳米管的超高强度混凝土的力学性能和耐久性
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。
8. Strength and Durability of Concrete: Effects of Cement Paste-Aggregate211 Interfaces. Part 1. Theoretical Study on Influence of Interfacial Transition Zone 211 on Properties of Concrete Materials [R] . Zhang, Y., Chen, W. F. 1998

机译：混凝土的强度和耐久性：水泥浆 - 骨料211界面的影响。第一部分界面过渡带211对混凝土材料性能影响的理论研究

BEHAVIOR AND DURABILITY OF HIGH AND ULTRA HIGH STRENGTH CONCRETE MANUFACTURED BY LOCAL MATERIALS

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