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Experimental investigation on structural concrete masonry in fire: emphasis on the thermal behavior and residual strength

机译：结构混凝土砌体在火灾中的实验研究：强调热行为和残余力量

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Davi Fagundes Leal; Rafael Henrique Dupim; Jorge Munaiar Neto; Márcio Roberto Silva Corrêa;
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1. Mechanical behavior of masonry columns strengthened with basalt textile reinforced concrete under eccentric loading: Experimental investigation and analytical modelling [J] . Wan Chenglin, Wang Jiyang, Zeng Qiang, Construction and Building Materials . 2021,第Feba1期

机译：铜绿型钢筋混凝土加强砌体柱的力学行为：实验研究和分析模拟
2. Experimental investigation of axial compressive behavior of square and rectangular confined concrete-masonry structural wall boundary elements [J] . AbdelRahman Belal, Galal Khaled Engineering Structures . 2021,第Sepa15期

机译：方形轴向狭窄混凝土砌体结构墙边界元件轴向压缩行为的实验研究
3. The structural behavior and simplified thermal analysis of normal-strength and high-strength concrete beams under fire [J] . E.G. Choi, Y.S. Shin Engineering Structures . 2011,第4期

机译：正火和高强混凝土梁受火时的结构性能及简化的热分析
4. Various Factors Influencing on Thermal Behaviors of High Strength Concrete (HSC) Columns under Fire [C] . J. E. PARK, Y. S. SHIN, H. S. KIM East Asia-Pacific Conference on Structural Engineering and Construction . 2013

机译：火灾高强度混凝土（HSC）柱热行为影响的各种因素
5. Assessment of the Structural and Thermal Behavior of Concrete Masonry Construction via Experimentally Informed Numerical Models [D] . Andino, Marcos Javier Martinez. 2018

机译：通过实验数据模型评估混凝土砌体结构的结构和热行为
6. Influence of Cooling Methods on the Residual Mechanical Behavior of Fire-Exposed Concrete: An Experimental Study [O] . Espedito Felipe Teixeira de Carvalho, João Trajano da Silva Neto, Paulo Roberto Ribeiro Soares Junior, 2019

机译：冷却方式对火烧混凝土残余力学性能的影响：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. Analytical and Experimental Investigation of Aircraft Metal Structures Reinforced with Filamentary Composites. Phase 2 Structural Fatigue, Thermal Cycling, Creep, and Residual Strength [R] . Blichfeldt, B., Mccarty, J. E. 1972

机译：飞机复合材料增强飞机金属结构的分析与实验研究。第2阶段结构疲劳，热循环，蠕变和残余强度

Experimental investigation on structural concrete masonry in fire: emphasis on the thermal behavior and residual strength

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