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Static mechanical properties and mechanism of C200 ultra-high performance concrete (UHPC) containing coarse aggregates

机译：C200超高性能混凝土（UHPC）含有粗骨料的静态力学性能及机理

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Lv Yujing; Zhang Wenhua; Wu Fan; Wu Peipei; Zeng Weizhao; Yang Fenghao;
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1. Static mechanical properties and mechanism of C200 ultra-high performance concrete (UHPC) containing coarse aggregates [J] . Lv Yujing, Zhang Wenhua, Wu Fan, Science and Engineering of Composite Materials . 2020,第1期

机译：C200超高性能混凝土（UHPC）含有粗骨料的静态力学性能及机理
2. Effect of coarse basalt aggregates on the properties of Ultra-high Performance Concrete (UHPC) [J] . Li P. P., Yu Q. L., Brouwers H. J. H. Construction and Building Materials . 2018,第MAYa10期

机译：玄武岩粗骨料对超高性能混凝土（UHPC）性能的影响
3. Mechanical behavior of ultra-high performance concrete (UHPC) using recycled fine aggregate cured under different conditions and the mechanism based on integrated microstructural parameters [J] . Zhang Hongru, Ji Tao, Zeng Xuepeng, Construction and Building Materials . 2018,第DECa20期

机译：使用再生细骨料在不同条件下固化的超高性能混凝土的力学行为以及基于综合微结构参数的机理
4. Mechanical Properties and Durability of Ultra-High performance Concrete Incorporating Coarse Aggregate [C] . Juan Yang, Gai-Fei Peng, Yu-Xin Gao International Symposium on High Performance Concrete . 2015

机译：超高性能混凝土的机械性能和耐久性粗骨料
5. Improved Understanding of Ultra-High Performance Concrete via Mechanical Property Testing of Mixes With Varying Ingredients and Proportions [D] . Carey, Ashley Suzanne. 2019

机译：通过对各种成分和比例的混合物进行机械性能测试，可以更好地理解超高性能混凝土
6. Effects of Steel Slag Powder and Expansive Agent on the Properties of Ultra-High Performance Concrete (UHPC): Based on a Case Study [O] . Shunkai Li, Shukai Cheng, Liwu Mo, 2020

机译：基于案例研究的钢渣粉和膨胀剂对超高性能混凝土（UHPC）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. Effect of Larger Sized Coarse Aggregates on Mechanical Properties of Portland Cement Concrete Pavements and Structures. Volume 1 of 2 [R] . Ioannides, A. M. 2006

机译：大粒径粗骨料对硅酸盐水泥混凝土路面和结构力学性能的影响。第1卷，共2页

Static mechanical properties and mechanism of C200 ultra-high performance concrete (UHPC) containing coarse aggregates

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