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EVALUATE THE INFLUENCE OF STEEL FIBERS ON THE STRENGTH OF CONCRETE USING PLASTIC WASTE AS FINE AGGREGATES

机译：用塑料废物作为细聚集体评价钢纤维对混凝土强度的影响

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Samiullah Qazi;
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年度 2020
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1. Experimental analysis of fiber-reinforced recycled aggregate self-compacting concrete using waste recycled concrete aggregates, polypropylene, and steel fibers [J] . Aslani Farhad, Hou Lijun, Nejadi Shami, Structural concrete . 2019,第5期

机译：使用废再生混凝土骨料，聚丙烯和钢纤维的纤维增强再生骨料自密实混凝土的实验分析
2. Evaluation of post-fire pull-out behavior of steel rebars in high-strength concrete containing waste PET and steel fibers: Experimental and theoretical study [J] . Fakoor Maziar, Nematzadeh Mahdi Construction and Building Materials . 2021,第Sepa13期

机译：钢钢筋后钢钢筋后排油行为的评价含有废宠物钢纤维的高强度混凝土：实验与理论研究
3. The influence of the usage of Idpe plastic waste as fine aggregate in light concrete bricks [J] . Nursyamsi Nursyamsi, Ivan Indrawan, Prasetyo Ramadhan MATEC Web of Conferences . 2019,第2016期

机译：轻质混凝土砖中使用Idpe废塑料作为细骨料的影响
4. Influence of Waste Paper Sludge Ash (WPSA) and Fine Recycled Concrete Aggregate (FRCA) on the Compressive Strength Characteristic of Foamed Concrete [C] . Siti Shahidah Sharipudin, Ahmad Ruslan Mohd Ridzuan ICAMET 2012 . 2013

机译：废纸污泥灰（WPSA）和细循环混凝土骨料（FRCA）对泡沫混凝土抗压强度特性的影响
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. Influence of Crimped Steel Fibre on Properties of Concrete Based on an Aggregate Mix of Waste and Natural Aggregates [O] . Jacek Katzer, Janusz Kobaka, Tomasz Ponikiewski 2020

机译：基于废料和天然骨料混合料的卷曲钢纤维对混凝土性能的影响
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. Influence of Fine Aggregate Lithology in Delayed Ettringite Formation in High Early Strength Concrete. Volume II. [R] . A. M. Amde K. Williams R. A. Livingston 2004

机译：高早强混凝土中细集料岩性对延迟钙矾石形成的影响。第二卷。

EVALUATE THE INFLUENCE OF STEEL FIBERS ON THE STRENGTH OF CONCRETE USING PLASTIC WASTE AS FINE AGGREGATES

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