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Experimental Testing of Resistance of Ultra-high Performance Concrete to Environmental Loads

机译：超高性能混凝土抗环境载荷的实验测试

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Fládr Josef; Bílý Petr; Vodička Jan;
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1. Experimental study on ultra-high performance concrete with high fire resistance under simultaneous effect of elevated temperature and impact loading [J] . Liang Xiangwei, Wu Chengqing, Yang Yekai, Cement & concrete composites . 2019,第期

机译：高温耐火性超高性能混凝土在高温升高和冲击载荷下具有高耐火性的实验研究
2. An experimental and numerical study of reinforced conventional concrete and ultra-high performance concrete columns under lateral impact loads [J] . Wei Jie, Li Jun, Wu Chengqing Engineering Structures . 2019,第Deca15期

机译：侧向冲击荷载下钢筋混凝土和超高性能混凝土柱的试验与数值研究
3. Development of an experimental apparatus aimed at performing thermal-induced spalling tests based on a propane gas burner through tests on ultra-high performance concrete [J] . Ouedraogo E., Djaknoun S., Uch B., Construction and Building Materials . 2020,第Juna30期

机译：旨在通过对超高性能混凝土的测试进行丙烷燃气燃烧器进行热诱导剥落试验的实验装置
4. Experimental testing of resistance of ultra-high performance concrete to environmental loads [C] . Josef Fladr, Petr Bily, Jan Vodicka International Conference on Ecology and New Building Materials and Products . 2016

机译：超高性能混凝土对环境负荷耐电阻的实验测试
5. Performance of full-scale ultra-high performance fiber-reinforced concrete column subjected to extreme earthquake-type loading and effect of surface preparation on the cohesion and friction factors of the aashto interface shear equation [D] . Palacios, Guillermo 2015

机译：全尺寸超高性能纤维混凝土柱在极端地震类型荷载下的性能以及表面处理对阿什托界面剪切方程的内聚力和摩擦系数的影响
6. Experimental Study on Shear Performance of Cast-In-Place Ultra-High Performance Concrete Structures [O] . Chuanxi Li, Zheng Feng, Lu Ke, 2019

机译：现浇超高性能混凝土结构抗剪性能的试验研究
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. Simultaneous Structural and Environmental Loading of an Ultra-High Performance Concrete Component [R] . Graybeal, B. A. 2010

机译：超高性能混凝土构件的同时结构和环境载荷

Experimental Testing of Resistance of Ultra-high Performance Concrete to Environmental Loads

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