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Experimental Study on Tortional Shear Behaviour of High Strength Steel Fiber Reinforced Concrete with Varying Volume Fraction

机译：高强度钢纤维钢筋混凝土抗剪切行为与不同体积分数的试验研究

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1. Experimental study on seismic performance of steel fiber reinforced high strength concrete composite shear walls with different steel fiber volume fractions [J] . Lu Xilin, Zhang Ying, Zhang Hongmei, Engineering Structures . 2018,第SEPa15期

机译：不同钢纤维体积分数的钢纤维增强高强混凝土复合剪力墙抗震性能试验研究
2. Experimental study on the cyclic behavior of steel fiber reinforced high strength concrete columns and evaluation of shear strength [J] . Bae Baek-Il, Chung Joo-Hong, Choi Hyun-Ki, Engineering Structures . 2018,第feba15期

机译：钢纤维高强混凝土柱的循环特性试验研究及抗剪强度评估
3. Experimental study of shear behavior of high strength steel fiber reinforced concrete columns [J] . Perceka Wisena, Liao Wen-Cheng Engineering Structures . 2021,第Auga1期

机译：高强度钢纤维钢筋混凝土柱剪切行为的实验研究
4. Characterization of High Strength Steel Fiber Reinforced Concrete and Self- Consolidating Concrete Mixtures with Various Steel Volume Fractions for Infrastructures [C] . A. T. Berhe, S. G. Ladkany Structures congress . 2012

机译：基础设施用不同钢体积分数的高强度钢纤维增强混凝土和自固结混凝土混合物的特性
5. Investigation of Strength-Enhancement Mechanism and Size Effect on Ultimate Shear Strength of Steel Fiber-Reinforced Concrete (SFRC) Slender Beams [D] . Zarrinpour, Mohammad Reza. 2016

机译：钢纤维钢筋混凝土（SFRC）纤维梁极限剪切强度的强度增强机理和大小效应研究
6. Experimental Study on Shear Behavior of Steel Fiber Reinforced Concrete Beams with High-Strength Reinforcement [O] . Jun Zhao, Jingchao Liang, Liusheng Chu, 2018

机译：高强度钢筋钢纤维混凝土梁抗剪性能的试验研究
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。

Experimental Study on Tortional Shear Behaviour of High Strength Steel Fiber Reinforced Concrete with Varying Volume Fraction

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