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Research on compressive strength of hybrid fiber reinforced concrete based on orthogonal design

机译：基于正交设计的杂交纤维钢筋混凝土抗压强度研究

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Tu-Sheng He; Meng-Qian Xie; Yang Liu; San-Yin Zhao; Zai-Bo Li;
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年度 2021
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1. Research on compressive strength of hybrid fiber reinforced concrete based on orthogonal design [J] . Tu-Sheng He, Meng-Qian Xie, Yang Liu, E3S Web of Conferences . 2021,第a期

机译：基于正交设计的杂交纤维钢筋混凝土抗压强度研究
2. Proportioning of self-compacting steel-fiber reinforced concrete mixes based on target plastic viscosity and compressive strength: Mix-design procedure & experimental validation [J] . de la Rosa Angel, Poveda Elisa, Ruiz Gonzalo, Construction and Building Materials . 2018,第NOVa20期

机译：基于目标塑性粘度和抗压强度的自密实钢纤维增强混凝土混合物的比例：混合物设计程序和实验验证
3. Compressive behavior of steel fiber reinforced recycled coarse aggregate concrete designed with equivalent cubic compressive strength [J] . Gao Danying, Zhang Lijuan, Nokken Michelle Construction and Building Materials . 2017,第JUNa15期

机译：具有等效立方抗压强度的钢纤维增强再生粗骨料混凝土抗压性能
4. Effects of basalt fiber in lightweight expanded clay concrete on compressive strength and flexural strength of lightweight basalt fiber reinforced concrete [C] . P C Chiadighikaobi International Conference on Sustainable Infrastructural Development . 2020

机译：轻质膨胀粘土混凝土玄武岩纤维对轻质玄武岩纤维钢筋混凝土抗压强度和抗弯强度的影响
5. Hybrid fiber reinforced polymer (FRP) system of carbon FRP laminate and sprayed glass FRP for strengthening reinforced concrete beams. [D] . Liang, Ningfeng. 2006

机译：碳纤维增强层压板和玻璃纤维增强玻璃纤维板的混合纤维增强聚合物（FRP）系统，用于增强钢筋混凝土梁。
6. Relationships among compressive strength and UPV of concrete reinforced with different types of fibers [O] . Saman Hedjazi, Daniel Castillo 2020

机译：不同类型纤维增强混凝土抗压强度与UPV的关系
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. Evaluation of the Compressive Behaviour of Fiber Reinforced High StrengthConcrete [R] . Glavind, M. 1992

机译：纤维增强高强混凝土压缩性能评价

Research on compressive strength of hybrid fiber reinforced concrete based on orthogonal design

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