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Experimental Study on the Performance of RC Continuous Members in Bending after Exposure to Fire

机译：钢筋混凝土连续构件受火后弯曲性能的试验研究

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Jiangtao YU; Zhaoudao LU; Kai Xiang;
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年度 2011
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1. Experimental study on the seismic performance of RC columns retrofitted by lap-spliced textile-reinforced mortar jackets after high-temperature exposure [J] . Park Sang-Hyun, Ngoc Hieu Dinh, Um Jung-Woo, Composite Structures . 2021,第Jana期

机译：高温曝光后搭接纺织砂浆夹具RC柱改装抗震性能的实验研究
2. Experimental Study on Fatigue Performance of Negative Bending Moment of Steel-Concrete Continuous Composite Box Girder [J] . Pu Gao, Kuan Li, Yuanxun Zheng Advances in civil engineering . 2020,第1期

机译：钢混凝土连续复合箱梁负弯矩疲劳性能试验研究
3. Experimental research on fire-damaged RC continuous T-beams subsequently strengthened with CFRP sheets [J] . Xu Qingfeng, Chen Lingzhu, Han Chongqing, Engineering Structures . 2019,第MARa15期

机译：CFRP片材加固钢筋混凝土连续T形梁火灾的试验研究
4. Experimental Study on the Performance of RC Continuous Members in Bending after Exposure to Fire [C] . YU Jiangtao, LU Zhaoudao, XIANG Kai East Asia-Pacific Conference on Structural Engineering and Construction . 2013

机译：RC连续成员在暴露于火灾后弯曲的实验研究
5. An Alternative Strengthening Technique using a Combination of FRP Sheets and Rods to Improve Flexural Performance of Continuous RC Slabs. [D] . Syed Shah, Taqiuddin. 2016

机译：使用FRP片材和棒材的组合来增强连续RC板的抗弯性能的另一种加固技术。
6. An Experimental Study on the Ductility and Flexural Toughness of Ultrahigh-Performance Concrete Beams Subjected to Bending [O] . In-Hwan Yang, Jihun Park, The Quang Bui, 2020

机译：超高性能混凝土梁受弯时的延性和挠曲韧性的试验研究
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. Experimental Design and Analysis of M1A1 Commander/Gunner Performance during CONOPS (Continuous Operations) Using the U-COFT (Unit Conduct of Fire Trainer). [R] . Geiger, R. E. 1989

机译：使用U-COFT（火力训练器的单位行为）在CONOps（连续操作）期间m1a1指挥官/炮手性能的实验设计和分析。

Experimental Study on the Performance of RC Continuous Members in Bending after Exposure to Fire

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