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Application of Cast-in-place Method of Ultra High Strength Fiber Reinforced Concrete to PC Bridge

机译：超高强度纤维钢筋混凝土浇筑方法在PC桥中的应用

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Y. Watanabe; S. Yanai; K. Iriuchijima; K. Suhara;
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年度 2015
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1. Comparison of Tensile Strengths with Different Test Methods in Ultra High Strength Steel-Fiber Reinforced Concrete (UHS-SFRC) [J] . Su-Tae Kang, Jung-Jun Park, Gum-Sung Ryu, Key Engineering Materials . 2010,第期

机译：超高强度钢纤维混凝土（UHS-SFRC）不同测试方法的抗拉强度比较
2. Strengthening of Reinforced Concrete Columns with Combined Ultra-High-Performance Fiber-Reinforced Concrete and Glass Fiber-Reinforced Polymer Jacketing [J] . Sayyed Ali Dadvar, Davood Mostofinejad, Hadi Bahmani ACI Structural Journal . 2021,第5期

机译：加固超高效纤维混凝土玻璃纤维钢筋混凝土钢筋混凝土柱的钢筋混凝土柱
3. Punching Shear Response of Concrete Slabs Strengthened with Ultrahigh-Performance Fiber-Reinforced Concrete Using Finite-Element Methods [J] . Demewoz W. Menna, Aikaterini S. Genikomsou Practice periodical on structural design and construction . 2021,第1期

机译：使用有限元方法用超高型纤维钢筋混凝土加固混凝土板的冲压剪切响应
4. Ultra High Performance Concrete Bridge Decks Reinforced with High-Strength Steel or Fiber Reinforced Polymers [C] . M. A. Saleem, A. Mirmiran, J. Xia, Structures congress . 2012

机译：高强度钢或纤维增强聚合物增强的超高性能混凝土桥面
5. Strengthening reinforced concrete bridges using carbon fiber reinforced polymer composites. [D] . Brena, Sergio Francisco. 2000

机译：使用碳纤维增强的聚合物复合材料加固钢筋混凝土桥梁。
6. Structural Behavior Evaluation of Reinforced Concrete Using the Fiber-Reinforced Polymer Strengthening Method [O] . Tae-Kyun Kim, Jong-Sup Park, Sang-Hyun Kim, 2021

机译：纤维增强聚合物强化法的钢筋混凝土结构行为评价
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. Ultra-High Performance Fiber-Reinforced Concrete (UHPFRC) for Infrastructure Rehabilitation Volume 1: Evaluation of Ultra High Strength Concrete (UHSC) in Joints of Bridge Girders. [R] . Myers, J. J., Rallabhandhi, S. 2017

机译：用于基础设施修复的超高性能纤维增强混凝土（UHpFRC）第1卷：桥梁节点中超高强度混凝土（UHsC）的评估。

Application of Cast-in-place Method of Ultra High Strength Fiber Reinforced Concrete to PC Bridge

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