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Mechanical Properties of Steel Fibers and Nanosilica Modified Crumb Rubber Concrete

机译：钢纤维和纳米硅改性面包屑橡胶混凝土机械性能

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Yihong Wang; Jiawei Chen; Danying Gao; E. Huang;
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1. Mechanical Properties of Steel Fibers and Nanosilica Modified Crumb Rubber Concrete [J] . Yihong Wang, Jiawei Chen, Danying Gao, Advances in civil engineering . 2018,第3期

机译：钢纤维和纳米二氧化硅改性的碎屑橡胶混凝土的力学性能
2. Mechanical Properties of Steel Fibers and Nanosilica Modified Crumb Rubber Concrete [J] . Wang Yihong, Chen Jiawei, Gao Danying, Advances in civil engineering . 2018,第PTa4期

机译：钢纤维和纳米二氧化硅改性的碎屑橡胶混凝土的力学性能
3. Analysis and Prediction of Compressive Properties for Steel Fiber-and-Nanosilica-Reinforced Crumb Rubber Concrete [J] . Danying Gao, Tao Zhang, Yihong Wang, Advances in civil engineering . 2020,第1期

机译：钢纤维 - 纳米型钢筋混凝土橡胶混凝土压缩性能分析与预测
4. Investigation on dynamic performance of concrete column crumb rubber steel and fiber concrete [C] . M Z Siti Nurul Nureda, A K Mariyana, M Iqbal Khiyon Global Congress on Construction, Material and Structural Engineering . 2018

机译：混凝土柱屑橡胶钢和纤维混凝土动态性能调查
5. Properties of concrete with tire derived aggregate and crumb rubber as a lighthweight substitute for mineral aggregates in the concrete mix. [D] . Siringi, Gideon Momanyi. 2012

机译：用轮胎衍生的骨料和碎橡胶代替混凝土混合物中矿物骨料的轻质混凝土的性能。
6. Mechanical Properties of Crumb Rubber and Basalt Fiber Composite Modified Porous Asphalt Concrete with Steel Slag as Aggregate [O] . Chao Chai, Yongchun Cheng, Yuwei Zhang, 2020

机译：基屑橡胶和玄武岩纤维复合改性多孔沥青混凝土钢渣的机械性能
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。
8. Crumb Rubber Modified Asphalt Concrete in Oregon. [R] . Hunt, E. A. 2002

机译：碎屑橡胶改良的沥青混凝土在俄勒冈。

Mechanical Properties of Steel Fibers and Nanosilica Modified Crumb Rubber Concrete

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