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Theoretical and Numerical Investigation on Perforation Resistance of Monolithic and Segmented Concrete Targets with Steel Liners under Normal Penetration

机译：正常渗透下钢结构整体混凝土靶射孔抗性的理论与数值研究

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Yi Cheng; Zhimin Xiao; Yuan Zhang;
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1. Theoretical and Numerical Investigation on Perforation Resistance of Monolithic and Segmented Concrete Targets with Steel Liners under Normal Penetration [J] . Cheng Yi, Xiao Zhimin, Zhang Yuan Advances in civil engineering . 2019,第PTa15期

机译：正常渗透下钢结构整体混凝土靶射孔抗性的理论与数值研究
2. A semianalytical and numerical study of penetration and perforation of an ogive-nose projectile into concrete targets under normal impact [J] . S Seifoori, G H Liaghat Proceedings of the Institution of Mechanical Engineers, Part C: Journal of Mechanical Engineering Science . 2011,第8期

机译：法线冲击下钝齿弹丸侵彻混凝土目标的半解析和数值研究
3. A semianalytical and numerical study of penetration and perforation of an ogive-nose projectile into concrete targets under normal impact [J] . S. Seifoori, G. H. Liaghat Proceedings of the Institution of Mechanical Engineers, Part C. Journal of mechanical engineering science . 2011,第8期

机译：法线冲击下钝齿弹丸侵彻混凝土目标的半解析和数值研究
4. BALLISTIC PENETRATION AND PERFORATION OF LAYERED STEEL PLATES: AN EXPERIMENTAL AND NUMERICAL INVESTIGATION [C] . S. Dey, T. Bervik International Symposium on Ballistics . 2007

机译：层状钢板的弹道渗透与穿孔：实验和数值调查
5. A comparative study of segmented tungsten rod penetration into a thick steel target plate [D] . Presnell, Michael B. 2012

机译：将钨杆渗透到厚钢靶板中的比较研究
6. Material Analysis of Steel Fibre Reinforced High-Strength Concrete in Terms of Flexural Behaviour. Experimental and Numerical Investigation [O] . Czesław Bywalski, Maciej Kaźmierowski, Mieczysław Kamiński, 2020

机译：钢纤维增强高强度混凝土抗弯性能的材料分析。实验与数值研究
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. Penetration and Perforation of Reinforced-Concrete Targets [R] . Forrestal, M. J. , Hightower, M. M. , Luk, V. K. , 1988

机译：钢筋混凝土靶板的侵彻与穿孔

Theoretical and Numerical Investigation on Perforation Resistance of Monolithic and Segmented Concrete Targets with Steel Liners under Normal Penetration

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