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Study the Hybridization of Different Fibers on the Mechanical Properties of Concrete: A Mini Review

机译：研究不同纤维的杂交对混凝土机械性能的研究：迷你评论

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Mahyuddin Ramli; Eethar Thanon Daw;
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年度 2011
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1. Effect of Hybridization of steel fibers on the mechanical properties of high strength concrete [J] . Khan M. Iqbal, Abbass Wasim MATEC Web of Conferences . 2018,第3期

机译：钢纤维混杂对高强混凝土力学性能的影响。
2. Structural health monitoring methods, dispersion of fibers, micro and macro structural properties, sensing, and mechanical properties of self-sensing concrete-A review [J] . Reddy Panga Narasimha, Kavyateja Bode Venkata, Jindal Bharat Bhushan Structural concrete . 2021,第2期

机译：结构健康监测方法，纤维分散，微观和宏观结构特性，传感和机械性能的自感混凝土 - 评论
3. Comparative Study About Mechanical Properties of Strutural Standard Concrete and Concrete with Addition of Vegetable Fibers [J] . Materials Research . 2017,第3期

机译：结构标准混凝土与添加植物纤维混凝土的力学性能比较研究
4. Study on the Preparation of Carbon Fibers with Upgraded mechanical properties from Naphtha Cracked Oil Hybridized with Coal Tar [C] . Byung-Jun Kim, Toru Kotegawa, Youngho Eom Annual World Conference on Carbon . 2015

机译：石脑油裂解油杂交型机械性能制备碳纤维的制备研究
5. Determining single fiber nanomechanical properties of electrospun protein fibers and modified fibrin fibers using atomic force microscopy. [D] . Baker, Stephen Robert. 2015

机译：使用原子力显微镜确定电纺蛋白纤维和改性纤维蛋白纤维的单纤维纳米机械性能。
6. Mechanical Properties of Chopped Basalt Fiber-Reinforced Lightweight Aggregate Concrete and Chopped Polyacrylonitrile Fiber Reinforced Lightweight Aggregate Concrete [O] . Yusheng Zeng, Xianyu Zhou, Aiping Tang, 2020

机译：切碎的玄武岩纤维增强轻质骨料混凝土的力学性能和切碎的聚丙烯腈纤维增强的轻质骨料混凝土的力学性能
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。

Study the Hybridization of Different Fibers on the Mechanical Properties of Concrete: A Mini Review

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