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Energy absorption of foamed concrete from low-velocity impacts

机译:低速冲击对泡沫混凝土的能量吸收

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摘要

Foamed concrete has existing uses as an energy absorber for large-scale and low-cost applications, such as explosion prevention in mines and military engineering projects and aircraft arresting systems. However, there is little information enumerating the energy absorption characteristics of different foamed concretes; this paper describes a study that determined these using low-velocity impact tests. A range of foamed concretes were tested with plastic densities varying from 500 to 1400 kg/m~3, which are typical of those produced commercially. The tests used hemispherical projectiles with a range of masses from 1·2 to 8·4 kg, dropped from a fixed height of 4·7 m. The resulting 'damage' was measured and related to the impact energy imparted to the test specimen. A classification, using five different failure modes, was established and the mode in which the test specimen neither caused 'rebound' of the projectile nor itself fractured was selected as representing 'ideal' energy absorption behaviour. Making the assumption of no energy losses and using the conservation of energy law, the energy absorption capacity of foamed concrete was calculated and was found to vary from 4 to 15MJ/m~3 for different mixes. The optimum energy absorption was noted for the 1000 kg/m~3 mix at water to cement (w/c) ratios from 0·6 to 0·7, which allowed a debris field of crushed foamed concrete to form and be pushed into the concrete bubble space ahead of the nose of the projectile, without fracturing.
机译:泡沫混凝土目前已被用作大规模和低成本应用的能量吸收剂,例如矿山和军事工程项目中的防爆以及飞机停飞系统。但是,很少有信息可以列举出不同泡沫混凝土的能量吸收特性。本文介绍了一项通过低速冲击试验确定这些因素的研究。测试了一系列发泡混凝土,其塑性密度为500至1400 kg / m〜3,这是商业生产的典型值。测试使用质量范围从1·2到8·4 kg的半球形弹丸,从4·7 m的固定高度掉落。测量所产生的“损坏”,并将其与施加到试样的冲击能量相关。建立了使用五种不同破坏模式的分类,并选择了既不引起弹丸“弹回”也不破坏弹丸本身的模式来代表“理想”的能量吸收行为。假设无能量损失,并遵循能量守恒定律,计算出泡沫混凝土的能量吸收能力,发现不同掺量的泡沫混凝土的能量吸收能力在4至15MJ / m〜3之间变化。注意到在水与水泥(w / c)比为0·6至0·7的情况下1000 kg / m〜3混合物的最佳能量吸收,这允许形成碎泡沫混凝土的碎屑区域并将其推入管道中。射弹前端前方的混凝土气泡空间,不会破裂。

著录项

  • 来源
    《Magazine of Concrete Research》 |2013年第4期|209-219|共11页
  • 作者

    M. Roderick Jones; Li Zheng;

  • 作者单位

    Concrete Technology Unit, Division of Civil Engineering, University of Dundee, Dundee, Scotland, UK;

    Concrete Technology Unit, Division of Civil Engineering, University of Dundee, Dundee, Scotland, UK;

  • 收录信息 美国《科学引文索引》(SCI);美国《工程索引》(EI);
  • 原文格式 PDF
  • 正文语种 eng
  • 中图分类
  • 关键词

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