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Fatigue Evaluation of Precast Concrete Deck Connection using Ultra-High Performance, Fiber Reinforced Concrete

机译：使用超高性能，纤维增强混凝土预制混凝土甲板连接疲劳评价

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1. Flexural Behavior of Ultra-High-Performance Fiber-Reinforced Concrete Moment Connection for Precast Concrete Decks [J] . Shiming Chen, Changjiang Wang ACI Structural Journal . 2016,第3期

机译：预制混凝土甲板超高性能纤维增强混凝土弯矩连接的挠曲特性
2. Flexural Behavior of Ultra-High-Performance Fiber-Reinforced Concrete Moment Connection for Precast Concrete Decks [J] . Jun Ki Lee, Seung Hoon Lee ACI Structural Journal . 2015,第4期

机译：预制混凝土甲板超高性能纤维增强混凝土弯矩连接的挠曲特性
3. Precast concrete deck-to-girder connection using Ultra-High Performance Concrete (UHPC) shear pockets [J] . El-Khier Mostafa Abo, Morcous George Engineering Structures . 2021,第Deca1期

机译：使用超高性能混凝土（UHPC）剪切口袋预制混凝土甲板连接
4. EVALUATION OF HIGH PERFORMANCE 1 FIBER-REINFORCED CONCRETE FOR BRIDGE DECK CONNECTIONS, CLOSURE POURS, AND JOINTS [C] . Levon C. Hoomes, Celik Ozyildirim, Michael C. Brown Annual meeting of the transportation research board;Transportation Research Board . 2014

机译：桥面连接，封闭浇筑和节点的高性能1纤维增强混凝土的评估
5. Experimental Investigation of Ultra-High Performance Concrete for Precast Decked Bulb-Tee Bridge Girder Connections [D] . Alkhalaf, Abdulsalam Mohammed. 2018

机译：超高性能混凝土对预制成型灯泡桥梁梁连接的实验研究
6. Structural Safety Evaluation of Precast Prestressed Concrete Deck Slabs Cast Using 120-MPa High-Performance Concrete with a Reinforced Joint [O] . Jae-Hyun Bae, Hoon-Hee Hwang, Sung-Yong Park 2019

机译：用120 MPa高性能钢筋混凝土浇筑的预制预应力混凝土桥面板的结构安全性评估
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. Evaluation of High-Performance Fiber-Reinforced Concrete for Bridge Deck Connections, Closure Pours, and Joints. [R] . Hoomes, L. C., Ozyildirim, H. C., Brown, M. C. 2017

机译：用于桥面连接，封闭浇筑和接缝的高性能纤维增强混凝土的评价。

Fatigue Evaluation of Precast Concrete Deck Connection using Ultra-High Performance, Fiber Reinforced Concrete

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