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Void Ratio, Compressive Strength and Freezing and Thawing Resistance of Natural Jute Fiber Reinforced Non-Sintering Inorganic Binder Porous Concrete

机译：天然黄麻纤维增强非烧结无机粘结多孔混凝土的空隙率，抗压强度及抗冻融性

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1. Compressive strength, resistance to chloride-ion penetration and freezing/thawing of slag-replaced concrete and cementless slag concrete containing desulfurization slag activator [J] . Lee Bokyeong, Kim Gyuyong, Nam Jeongsoo, Construction and Building Materials . 2016,第deca15期

机译：含脱硫矿渣活化剂的矿渣替代混凝土和非水泥矿渣混凝土的抗压强度，抗氯离子渗透性和抗冻融性
2. Experimental research on durability of high-performance synthetic fibers reinforced concrete: Resistance to sulfate attack and freezing-thawing [J] . Meng Chaomei, Li Wenzhe, Cai Liangcai, Construction and Building Materials . 2020,第Pta1期

机译：高性能合成纤维钢筋混凝土耐久性的实验研究：耐硫酸盐攻击与冻融
3. Improved flexural fatigue resistance of PVA fiber-reinforced concrete subjected to freezing and thawing cycles [J] . J.G.Jang, H.K. Kim, T.S. Kim, Construction and Building Materials . 2014,第MAYa30期

机译：经受冻融循环的PVA纤维增强混凝土的抗弯曲疲劳性能得到改善
4. Experimental Study on Resistance of Hybrid Fiber Reinforced Concrete to Freezing and Thawing [C] . Hongyuan Huo, Liang Zhang, Tong Xing International Conference on Civil Engineering, Architecture and Sustainable Infrastructure . 2013

机译：混合纤维混凝土抗冻结与解冻抗性的实验研究
5. The combined effects of flexural fatigue cycles and freezing and thawing cycles on the flexural properties of plain and fiber reinforced concrete. [D] . Forgeron, Dean Paul. 2005

机译：弯曲疲劳循环和冻融循环对普通和纤维增强混凝土抗弯性能的综合影响。
6. Compressive Strength Chloride Permeability and Freeze-Thaw Resistance of MWNT Concretes under Different Chemical Treatments [O] . Xingang Wang, Inkyu Rhee, Yao Wang, -1

机译：不同化学处理条件下MWNT混凝土的抗压强度氯化物渗透性和抗冻融性
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. Effects of Various Fly Ashes on Compressive Strength, Resistance to Freezing andThawing, Resistance to Sulfate Attack, and Adiabatic Temperature Rise of Concrete [R] . von Fay, K. F. 1995

机译：不同粉煤灰对抗压强度，抗冻性和抗裂性，耐硫酸盐侵蚀性和混凝土绝热温升的影响

Void Ratio, Compressive Strength and Freezing and Thawing Resistance of Natural Jute Fiber Reinforced Non-Sintering Inorganic Binder Porous Concrete

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