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COMPARISON OF COMPRESSIVE AND SPLIT TENSILE STRENGTH OF ARAMID FIBER REINFORCED CONCRETE WITH CONVENTION CONCRETE

机译：芳纶纤维钢筋混凝土抗压性和分裂拉伸强度的比较混凝土

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Laxman Chavan .;
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1. SPLIT TENSILE STRENGTH AND COMPRESSIVE STRENGTH PROPERTIES OF AR GLASS FIBER REINFORCED CONCRETE [J] . Amit Kr.Goyal, S. K. Kaushik, Praveen Kumar Journal of Ferrocement . 2003,第4期

机译：玻璃纤维增强混凝土的抗拉强度和抗压强度特性
2. Compressive and Split Tensile Strength Characteristics of Silica Fume Modified Fiber Reinforced Concrete [J] . M. Venkata Rao, Aditya Akhilesh Varma Rudraraju, Ajay Babu Tammana International Journal of Engineering Research and Applications . 2018,第6期

机译：硅粉改性纤维混凝土的抗压和劈裂抗拉强度特性
3. Tensile basic creep versus compressive basic creep at early ages: comparison between normal strength concrete and a very high strength fibre reinforced concrete [J] . Pierre Rossi, Jean Philippe Charron, Malena Bastien-Masse, Materials and structures . 2014,第10期

机译：早期的拉伸基本蠕变与压缩基本蠕变：普通强度混凝土与超高强度纤维增强混凝土之间的比较
4. Compressive Strength and Splitting Tensile Strength of Polyvinyl Alcohol Fiber Reinforced Ultra High Strength Concrete (PFRC) [C] . YAN Changwang, JIA Jinqing, ZHANG Ju International Conference on Advances in Materials and Manufacturing Processes . 2011

机译：聚乙烯醇纤维增强超高强度混凝土（PCRC）的抗压强度和分裂拉伸强度
5. A Standard Tensile Testing Procedure for Fiber-Reinforced Concrete (FRC) and Ultra-High-Performance Fiber-Reinforced Concrete (UHP-FRC) Based on Double Punch Test (DPT) [D] . Tuladhar, Shuveksha 2017

机译：基于双冲压试验（DPT）的纤维混凝土（FRC）和超高性能纤维混凝土（UHP-FRC）的标准拉伸试验程序
6. Impact of Design Parameters on the Ratio of Compressive to Split Tensile Strength of Self-Compacting Concrete with Recycled Aggregate [O] . Rebeca Martínez-García, P. Jagadesh, Gabriel Búrdalo-Salcedo, 2021

机译：设计参数对自闭式混凝土压缩与再循环骨料分裂抗拉强度的影响
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. Flexural and Tensile Properties of Thin, Very High-Strength, Fiber- Reinforced Concrete Panels [R] . Roth, M. J. 2008

机译：薄，超高强度纤维增强混凝土板的弯曲和拉伸性能

COMPARISON OF COMPRESSIVE AND SPLIT TENSILE STRENGTH OF ARAMID FIBER REINFORCED CONCRETE WITH CONVENTION CONCRETE

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