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Influence of concrete strength and confinement method on axial compressive behavior of FRP confined high- and ultra high-strength concrete

机译：混凝土强度和约束方式对FRp约束高，高强混凝土轴压性能的影响

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Thomas Vincent, Togay Ozbakkaloglu

机译：托马斯（Togay Ozbakkaloglu）托马斯·文森特（Thomas Vincent）

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Vincent T.; Ozbakkaloglu T.;
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年度 2013
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1. Influence of concrete strength and confinement method on axial compressive behavior of FRP confined high- and ultra high-strength concrete [J] . Thomas Vincent, Togay Ozbakkaloglu Composites . 2013,第jula期

机译：混凝土强度和约束方法对FRP约束高，超高强度混凝土轴向压缩性能的影响
2. Axial Compressive Behavior of FRP-Concrete-Steel Double-Skin Tubular Columns Made of Normal- and High-Strength Concrete [J] . Togay Ozbakkaloglu, Butje Louk Fanggi Journal of Composites for Construction . 2014,第1期

机译：普通高强混凝土FRP-混凝土-钢双壁钢管柱的轴向压缩性能
3. Influence of concrete age on stress-strain behavior of FRP-confined normal- and high-strength concrete [J] . Lim Jian C., Ozbakkaloglu Togay Construction and Building Materials . 2015,第maya1期

机译：混凝土龄期对FRP约束高强混凝土应力应变性能的影响
4. An Experimental Study on the Compressive Behavior of CFRP-Confined High- and Ultra High-Strength Concrete [C] . Thomas Vincent, Togay Ozbakkaloglu International Conference on Structures and Building Materials . 2013

机译：CFRP专控高和超高强度混凝土压缩行为的实验研究
5. Axially loaded circular high-strength concrete columns confined by steel tube: Mechanics, modeling, and slenderness effects. [D] . McAteer, Michael Peter. 2002

机译：受钢管约束的轴向受力圆形高强度混凝土柱：力学，造型和细长效果。
6. Axial Compressive Strength Models of Eccentrically-Loaded Rectangular Reinforced Concrete Columns Confined with FRP [O] . Haytham F. Isleem, Muhammad Abid, Wesam Salah Alaloul, 2021

机译：偏心式矩形钢筋混凝土柱轴压抗压强度局限于FRP
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-Strength Steel Fibre Reinforced Concrete. Part 1. Basic StrengthProperties of Compresit Matrix (With Review on Properties of Fibre Reinforced and High-Strength Concrete) [R] . Nielsen, C. V. 1995

机译：超高强度钢纤维混凝土。第1部分。压缩基体的基本强度性能（综述了纤维增强和高强混凝土的性能）

Influence of concrete strength and confinement method on axial compressive behavior of FRP confined high- and ultra high-strength concrete

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