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SUMMARY OF THE NEW REINFORCED CONCRETE BLAST DESIGN PROVISIONS IN UFC 3-340-02, 'STRUCTURES TO RESIST THE EFFECTS OF ACCIDENTAL EXPLOSIONS'

机译:UFC 3-340-02中新的钢筋混凝土爆破设计规定的摘要,“抵抗意外爆炸影响的结构”

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摘要

Since its initial publication in 1969, Unified Facilities Criteria (UFC) 3-340-02 (formerly Army Technical Manual 5-1300/Navy Publication NAVFAC-P397/Air Force Manual AFR 88-22) has provided uniquely practical and intuitively straightforward procedures for analyzing and designing blast resistant structures. With its unlimited distribution, UFC 340-02 is the blast design manual of choice of both government explosives safety experts and private A-E firms throughout the world. This paper summarizes updates to the blast design guidance in chapter 4, reinforced concrete design. Detailed data are presented on the revisions in three areas: dynamic increase factor, design of diagonal tension reinforcement in walls and slabs, and prediction of concrete spall and breach. The paper concludes with a brief discussion of future work.
机译:自1969年首次发布以来,统一设施标准(UFC)3-340-02(以前为陆军技术手册5-1300 /海军出版物NAVFAC-P397 /空军手册AFR 88-22)为以下方面提供了独特的实用且直观的程序:分析和设计抗爆炸结构。 UFC 340-02具有无限的分发范围,是全球政府炸药安全专家和私人A-E公司共同选择的爆炸设计手册。本文总结了第4章钢筋混凝土设计中爆破设计指南的更新。在以下三个方面提供了有关修订的详细数据:动态增加因子,墙体和楼板中对角线张力增强的设计以及混凝土剥落和破坏的预测。本文以对未来工作的简短讨论作为结束。

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