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Study of Influence of Composite Materials Components on Properties of Concrete Mixtures and Concrete in Time Dynamics

机译：复合材料成分对混凝土混合物性能及时间动态混凝土影响的研究

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M D Butakova; S P Gorbunov;
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1. Time-dependent behaviour of timber-concrete composite members: Numerical verification, sensitivity and influence of material properties [J] . Nima Khorsandnia, Joerg Schaenzlin, Hamid Valipour, Construction and Building Materials . 2014,第sepa15期

机译：木材-混凝土复合构件的时变行为：数值验证，敏感性和材料性能影响
2. Study of influence of alkaline component type on pH value and properties of alkali activated concretes containing basalt rock [J] . Oleksandr Kovalchuk, Victoriya Zozulynets E3S Web of Conferences . 2021,第a期

机译：碱性成分型对碱活性混凝土碱活性混凝土pH值和性能影响的研究
3. Investigation of the mechanical properties of filled composites and polymer concretes based on mixtures of furan and epoxy resins [J] . L.B.Kandyrin, B.E.Usoltsev, V.S.Kozhevnikov, International Polymer Science and Technology . 2001,第3期

机译：基于呋喃和环氧树脂混合物的填充复合材料和聚合物混凝土的力学性能研究
4. Study of Influence of Composite Materials Components on Properties of Concrete Mixtures and Concrete in Time Dynamics [C] . M D Butakova, S P Gorbunov International Conference on Construction, Architecture and Technosphere Safety . 2017

机译：复合材料成分对混凝土混合物性能及时间动态混凝土影响的研究
5. Ground tire rubber as a component material in concrete mixtures for paving concrete. [D] . Twumasi-Boakye, Richard. 2014

机译：地面轮胎橡胶作为铺路混凝土的混凝土混合物中的组成材料。
6. Basic Properties of Calcined Underground Ant Nest Materials and Its Influence on the Compressive Strength of Concrete [O] . Wei Zhou, Peng Zhu, Wenjun Qu 2019

机译：煅烧地下蚁巢材料的基本性能及其对混凝土抗压强度的影响
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. 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

Study of Influence of Composite Materials Components on Properties of Concrete Mixtures and Concrete in Time Dynamics

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