首页> 外文会议>RILEM Proceedings PRO 32; International Conference on Advances in Concrete and Structures(ICACS 2003) vol.2; 20030917-19; Xuzhou(CN) >AN EXPERIMENTAL STUDY OF STEEL FIBER REINFORCED HIGH-STRENGTH CONCRETE THIN-WALLED BOX GIRDER WITH REINFORCEMENT

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AN EXPERIMENTAL STUDY OF STEEL FIBER REINFORCED HIGH-STRENGTH CONCRETE THIN-WALLED BOX GIRDER WITH REINFORCEMENT

机译：钢纤维增强高强混凝土薄壁箱梁试验研究

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《RILEM Proceedings PRO 32; International Conference on Advances in Concrete and Structures(ICACS 2003) vol.2; 20030917-19; Xuzhou(CN)》|2003年|1031-1035|共5页
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1. Experimental Research And Analysis On The Flexible Behaviors Of High-strength Concrete Thin-walled Box Girder [J] . Mingqiao Zhu, Zhi Fang, Zhiwu Yu, Key Engineering Materials . 2009,第期

机译：高强混凝土薄壁箱梁挠性试验研究与分析
2. Experimental and Numerical Study on the Compression Behavior of Square Concrete-Filled Steel Tube Stub Columns with Steel Fiber-Reinforced High-Strength Concrete [J] . Hyung-Suk Jung, Baek-Il Bae, Hyun-Ki Choi, International Journal of Polymer Science . 2018,第1期

机译：钢纤维高强混凝土方钢管混凝土短柱受压性能试验与数值研究
3. Experimental and Numerical Study on the Compression Behavior of Square Concrete-Filled Steel Tube Stub Columns with Steel Fiber-Reinforced High-Strength Concrete [J] . Jung Hyung-Suk, Bae Baek-Il, Choi Hyun-Ki, International Journal of Polymer Science . 2018,第1期

机译：钢纤维增强高强度混凝土方形混凝土钢管柱压缩行为的实验与数值研究
4. AN EXPERIMENTAL STUDY OF STEEL FIBER REINFORCED HIGH-STRENGTH CONCRETE THIN-WALLED BOX GIRDER WITH REINFORCEMENT [C] . Mingqiao Zhu, Xiulan Hu, Chuanghui Xu RILEM Proceedings PRO 32; International Conference on Advances in Concrete and Structures(ICACS 2003) vol.2; 20030917-19; Xuzhou(CN) . 2003

机译：钢纤维增强高强混凝土薄壁箱梁试验研究
5. Effect of high-strength concrete on web reinforcement requirements for reinforced concrete bridge girders. [D] . Aguilar, Gerardo. 2011

机译：高强度混凝土对钢筋混凝土桥梁大梁腹板加固要求的影响。
6. Experimental Study on Shear Behavior of Steel Fiber Reinforced Concrete Beams with High-Strength Reinforcement [O] . Jun Zhao, Jingchao Liang, Liusheng Chu, 2018

机译：高强度钢筋钢纤维混凝土梁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. Steel Fibers as Web Reinforcement in Reinforced Concrete. [R] . Williamson, G. R. 1978

机译：钢纤维作为钢筋混凝土中的腹板加固。

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