首页> 中文期刊> 《天津大学学报:英文版》 >Strength and Toughness of Steel Fibre Reinforced Reactive Powder Concrete Under Blast Loading

Strength and Toughness of Steel Fibre Reinforced Reactive Powder Concrete Under Blast Loading

         

摘要

<正>The blast resistance of structures used in buildings needs to be investigated due to the increased threat of a terrorist attack. The damage done by Composition B or Powergel to steel fibre reinforced reactive powder concrete (SFRPC) panels and ordinary reinforced concrete (RC) panels of equivalent static flexural strength is compared. A 0.5 kg charge was detonated at a distance of 0.1 m from the 1.3 m×1.0 m×0. 1 m (thick) panels, which were simply supported and spaning 1.3m. Dynamic displacement measurements, high-speed video recording and visual examination of the panels for spall and breach were undertaken. The SFRPC panels withstood the bare charge blast better than the reinforced ordinary concrete panels. Neither type of panel was breached using a 0.5 kg charge. The RC panel exhibited more spalling when Composition B was used. Under successive Composition B loading conditions, the RC panel was breached. In comparison the SFRPC panel was not breached. Exposure to fragmenting charge loading conditions confirmed these performance differences between the SFRPC panel and the reinforced ordinary concrete panel.

著录项

  • 来源
    《天津大学学报:英文版》 |2006年第s1期|70-74|共5页
  • 作者单位

    Weapons Systems Division DSTO;

    Edinburgh SA 5111;

    Australia;

    VSL Australia;

    Noble Park VIC 3174;

    Australia;

    Weapons Systems Division;

    DSTO;

    Edinburgh SA 5111;

    Australia;

  • 原文格式 PDF
  • 正文语种 chi
  • 中图分类 TU398.9;
  • 关键词

    机译:钢铁纤维增强粉末混凝土;爆破载荷;剥落;建筑物;安全保护;
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