首页> 美国政府科技报告 >Acceptable Reinforcing Steel Splices for Blast Resistant Concrete Structures Designed in Accordance with TM 5-1300, 'Structures to Resist the Effects of Accidental Explosions'
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Acceptable Reinforcing Steel Splices for Blast Resistant Concrete Structures Designed in Accordance with TM 5-1300, 'Structures to Resist the Effects of Accidental Explosions'

机译:用于抗爆混凝土结构的可接受的钢筋接头,按照Tm 5-1300“抵抗意外爆炸影响的结构”设计

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TM 5-1300, 'Structures to Resist the Effects of Accidental Explosions', provides the structural engineering criteria for the design of blast resistant concrete structures to meet the performance requirements specified in DOD 6055.9-STD, 'DOD Ammunition and Explosives. According to TM 5- 1300, mechanical reinforcing splices 'must be capable of developing the ultimate dynamic strength of the reinforcement without reducing its ductility'. This paper discusses the ability of existing mechanical splices to comply with TM 5-1300 and provides recommendations for revised guidance to supplement the existing criteria.

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