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Mechanical Behavior of High Performance Concretes. Volume 6. High Early StrengthFiber Reinforced Concrete

机译：高性能混凝土的力学行为。第6卷。高早强纤维钢筋混凝土

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This study provides an extensive database and a summary of a comprehensiveexperimental investigation on the fresh state and mechanical properties of high early strength fiber reinforced concrete (HESFRC). The control high early strength (HES) concrete used for fiber addition and the resulting HESFRC are defined as achieving a target minimum compressive strength of 5 ksi (35 MPa) in 24 hours, as measured from 4 x 8-in. (100 x 200-mm) cylinders. Fresh HESFRC properties tested include air content, workability (by the inverted slump test), temperature, and plastic unit weight. Tests on the mechanical properties include compressive strength, elastic modulus, flexural strength, splitting tensile strength, and fatigue life. Sixteen different combinations of parameters were investigated; the variables were the volume fraction of fibers (1% and 2%), the type of fiber (steel, polypropylene), the fiber length or aspect ratio, and the addition of latex or silica fume to the mix. Optimal mixes that satisfied the minimum compressive strength criterion, and showed excellent values of modulus of rupture, toughness indices in bending, and fatigue life in the cracked state, are identified. Potential applications in construction, repair, and rehabilitation of transportation structures are suggested. (Copyright (c) 1993 National Academy of Sciences.)

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Naaman, A. E.; Alkhairi, F. M.; Hammoud, H.;
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年度 1993
页码 1-310
总页数 310
原文格式 PDF
正文语种 eng
中图分类工业技术;
关键词
Mechanical properties; Highway maintenance; Bending; Tensile tests; Test methods; Flexural strength; Compressive strength; Tensile strength; Reinforced concrete; Construction materials; Fatigue life; Stress strain relations; Loads(Forces); Fatigue tests;

机译：机械性能;公路养护;弯曲;拉伸试验;试验方法;抗弯强度;抗压强度;抗拉强度;钢筋混凝土;建筑材料;疲劳寿命;应力应变关系;载荷（力）;疲劳试验;

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1. Heat-Resistant Corundum Concrete Reinforced with Aluminum Oxide Fibers Synthesized Within a Matrix During Firing. Part 6. Study of Reinforced Corundum Concrete Mechanical Properties(1) [J] . Sokov V. N., Sokova S. D., Sokov V. V. Refractories and Industrial Ceramics . 2015,第1期

机译：在烧制过程中，在基体中合成的由氧化铝纤维增强的耐热刚玉混凝土。第6部分。刚玉钢筋混凝土力学性能的研究（1）
2. Heat-Resistant Corundum Concrete Reinforced with Aluminum Oxide Fibers Synthesized Within a Matrix During Firing. Part 6. Study of Reinforced Corundum Concrete Mechanical Properties(1) [J] . Sokov V. N., Sokova S. D., Sokov V. V. Refractories and Industrial Ceramics . 2015,第1期

机译：用燃烧在基质内合成的氧化铝纤维增强耐热刚性混凝土。第六部分研究加固核心混凝土机械性能（1）
3. Effects of Mixture Design Parameters on the Mechanical Behavior of High-Performance Fiber-Reinforced Concretes [J] . Tahir K. Erdem, Serhat Demirhan, Guerkan Yildirim, Journal of materials in civil engineering . 2020,第12期

机译：混合设计参数对高性能纤维增强混凝土机械性能的影响
4. Mechanical behavior of ultra-high performance concrete reinforced with hybrid different shapes of steel fiber [C] . Yinghua YE, Song HU, Bo DAIO, COTA international conference of transportation professionals . 2012

机译：混杂不同形状钢纤维增强超高性能混凝土的力学性能
5. Shear and fracture behavior of high performance concretes. [D] . Arezoumandi, Mahdi. 2013

机译：高性能混凝土的剪切和断裂行为。
6. Tailoring Confining Jacket for Concrete Column Using Ultra High Performance-Fiber Reinforced Cementitious Composites (UHP-FRCC) with High Volume Fly Ash (HVFA) [O] . Alessandro P. Fantilli, Lucia Paternesi Meloni, Tomoya Nishiwaki, 2019

机译：使用超高性能纤维增强水泥基复合材料（UHP-FRCC）和高粉煤灰（HVFA）量身定制混凝土柱约束套管
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. Mechanical Behavior of High Performance Concretes. Volume 2. Production of HighPerformance Concrete [R] . Zia, P., Leming, M. L., Ahmad, S. H., 1993

机译：高性能混凝土的力学行为。第2卷。高性能混凝土的生产

Mechanical Behavior of High Performance Concretes. Volume 6. High Early StrengthFiber Reinforced Concrete

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