Discussion of 'Experimental Performance of Steel Fiber Reinforced Concrete Bridge Deck' by Joshua A. McMahon and Anna C. Birely

Huang Jianwei

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Discussion of 'Experimental Performance of Steel Fiber Reinforced Concrete Bridge Deck' by Joshua A. McMahon and Anna C. Birely

机译：Joshua A. McMahon和Anna C. Birely讨论了“钢纤维混凝土桥面甲板的试验性能”

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来源
《Journal of bridge engineering》 |2019年第11期|07019001.1-07019001.1|共1页
作者
Huang Jianwei;
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Southern Illinois Univ Edwardsville Dept Civil Engn Edwardsville IL 62026 USA;

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正文语种 eng
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入库时间 2022-08-18 04:35:42

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1. Experimental Performance of Steel Fiber Reinforced Concrete Bridge Deck [J] . McMahon Joshua A., Birely Anna C. Journal of bridge engineering . 2018,第10期

机译：钢纤维混凝土桥面板的试验性能
2. Experimental and numerical investigation of the seismic performance of hollow rectangular bridge piers constructed with and without steel fiber reinforced concrete [J] . Yu-ye Zhang, Kent A. Harries, Wan-cheng Yuan Engineering Structures . 2013,第Mara期

机译：有无钢纤维混凝土的空心矩形桥墩抗震性能试验与数值研究
3. Effect of Polypropylene Fiber Reinforced Cement Composite and Steel Fiber Reinforced Concrete for Enhancing the Seismic Performance of Bridge Columns [J] . KAZUHIKO KAWASHIMA, RICHELLE ZAFRA, TOMOHIRO SASAKI, Journal of Earthquake Engineering . 2011,第8期

机译：聚丙烯纤维增强水泥基复合材料和钢纤维增强混凝土对桥柱抗震性能的影响
4. Experimental Study on Flexural Behavior of Pre-stressed Ultra-high Performance Steel Fiber Reinforced Concrete Slab for Bridge Deck [C] . Zijian LIU, Bo DIAO, Chenguang LI, COTA international conference of transportation professionals . 2012

机译：桥面板预应力超高性能钢纤维混凝土板抗弯性能的试验研究
5. Structural and corrosion performance of concrete bridge decks reinforced with corrosion-resistant reinforcing steel [D] . Sim, Chungwook 2014

机译：耐腐蚀钢筋加固混凝土桥面板的结构和腐蚀性能
6. Experimental Study on Bond Performance of Carbon- and Glass-Fiber Reinforced Polymer (CFRP/GFRP) Bars and Steel Strands to Concrete [O] . Jun Zhao, Xin Luo, Zike Wang, 2021

机译：碳钢和玻璃纤维增强聚合物（CFRP / GFRP）棒和钢绞线对混凝土粘合性能的实验研究
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. Demonstration of Fiber Reinforced Polymer Composite Bridge Decking as a Replacement for Deteriorated Steel Reinforced Concrete Bridge Decking [R] . Lampo, R. 2010

机译：纤维增强聚合物复合材料桥面板替代劣化钢筋混凝土桥面铺装的论证

Discussion of 'Experimental Performance of Steel Fiber Reinforced Concrete Bridge Deck' by Joshua A. McMahon and Anna C. Birely

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