Experimental comparative study on the mechanical properties of hooked end steel, crimped steel and glass fiber reinforced concrete

Praveen Kumar Goud.E; Praveen K.S

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Experimental comparative study on the mechanical properties of hooked end steel, crimped steel and glass fiber reinforced concrete

机译：钩端钢，压接钢和玻璃纤维增强混凝土的力学性能的实验比较研究

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Cement concrete is the most extensively used construction material in the world. It has been found that different type of fibers added in specific percentage to concrete improves the mechanical properties, durability and serviceability of the structure. I

机译：水泥混凝土是世界上使用最广泛的建筑材料。已经发现以特定百分比添加到混凝土中的不同类型的纤维改善了结构的机械性能，耐久性和可维修性。一世

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《International Journal of Engineering Trends and Technology》 |2015年第5期|共页
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Praveen Kumar Goud.E; Praveen K.S;
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1. An Experimental Study on Mechanical Properties of Hooked Steel Fiberous Concrete [J] . M.Satyavathi, N.Victor Babu International Journal of Engineering Research and Applications . 2019,第9S1期

机译：钩钢纤维混凝土力学性能的试验研究
2. Experimental investigations on the concrete breakout capacity of crimped sleeves in steel fiber-reinforced concrete [J] . Kocur Georg Karl, Ricker Marcus, Zecherle Katrin, Engineering Structures . 2021,第Octa1期

机译：钢纤维钢筋混凝土卷曲套管混凝土突破容量的实验研究
3. Experimental study on mechanical properties of a novel micro-steel fiber reinforced magnesium phosphate cement-based concrete [J] . Wenwen ZHU, Xiamin HU, Jing ZHANG, 结构与土木工程前沿：英文版 . 2021,第004期

机译：新型微钢纤维增强镁磷酸盐水泥混凝土力学性能实验研究
4. Comparative Structural and Non-structural Properties of Ultra High-performance Steel-fiber-reinforced Concretes and High-Performance Steel-fiber-reinforced Concretes* [C] . Duy-Liem NGUYEN, Phu-Cuong NGUYEN, Van-Thuan NGUYEN, International Conference on Green Technology and Sustainable Development . 2018

机译：超高性能钢纤维增强混凝土与高性能钢纤维增强混凝土的结构和非结构性能比较
5. Study of Electromagnetic Alignment of Steel Fibers and Its Effects on Steel Fiber Reinforced Concrete (SFRC) Properties [D] . Ghebreyesus, Filmon G. 2020

机译：钢纤维电磁对准及其对钢纤维钢筋混凝土（SFRC）性能的影响研究
6. Compressive Behavior of Fiber-Reinforced Concrete with End-Hooked Steel Fibers [O] . Seong-Cheol Lee, Joung-Hwan Oh, Jae-Yeol Cho 2015

机译：钩形钢纤维增强混凝土的抗压性能
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 comparative study on the mechanical properties of hooked end steel, crimped steel and glass fiber reinforced concrete

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