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接触爆炸载荷下波纹钢加固钢筋混凝土板毁伤特征分析
引用本文:杨程风,闫俊伯,刘彦,吕中杰,黄风雷.接触爆炸载荷下波纹钢加固钢筋混凝土板毁伤特征分析[J].北京理工大学学报,2022,42(5):453-462.
作者姓名:杨程风  闫俊伯  刘彦  吕中杰  黄风雷
作者单位:1.北京理工大学 爆炸科学与技术国家重点实验室, 北京 100081
摘    要:为探究波纹钢加固钢筋混凝土板的毁伤特征,设计了波纹钢加固钢筋混凝土靶板,开展了波纹钢加固钢筋混凝土板的接触爆炸实验,获得了构件典型的毁伤特性,论证了波纹钢加固钢筋混凝土板的抗爆性能.采用有限元软件LS-DYNA对比了等质量的波纹状混凝土板、等质量平板混凝土板、等质量平钢板混凝土板的破坏模式,研究了波纹钢加固钢筋混凝土板的抗接触爆炸性能,获得了波纹钢加固钢筋混凝土板在不同接触爆炸载荷下钢板的跨中位移变化规律,给出了在接触爆炸载荷作用下波纹钢加固钢筋混凝土板的薄弱方向. 基于量纲分析,建立了该波纹钢截面形状下波纹钢加固钢筋混凝土板的跨中位移关于炸药质量的工程经验公式. 

关 键 词:波纹钢混凝土板    接触爆炸    毁伤模式    数值仿真    量纲分析
收稿时间:2021-04-19

Damage Characteristics of Corrugated Steel Concrete Slab Under Contact Explosion Load
YANG Chengfeng,YAN Junbo,LIU Yan,Lü Zhongjie,HUANG Fenglei.Damage Characteristics of Corrugated Steel Concrete Slab Under Contact Explosion Load[J].Journal of Beijing Institute of Technology(Natural Science Edition),2022,42(5):453-462.
Authors:YANG Chengfeng  YAN Junbo  LIU Yan  Lü Zhongjie  HUANG Fenglei
Institution:1.State Key Laboratory of Explosion Science and Technology, Beijing Institute of Technology, Beijing 100081, China2.Chongqing Innovation Center, Beijing Institute of Technology, Chongqing 401120, China
Abstract:In order to explore the damage characteristics of reinforced concrete slabs strengthened with corrugated steel, reinforced concrete target slabs strengthened with corrugated steel were designed, and contact explosion experiments on corrugated steel reinforced concrete slabs were carried out. The typical damage characteristics of components were obtained, and the anti-explosion performance of reinforced concrete slabs strengthened with corrugated steel was demonstrated. Combined with the finite element software LS-DYNA, the failure modes of corrugated concrete slab, concrete slab and flat steel plate concrete slab with equal quality were compared, and the excellent anti-explosion performance of corrugated steel reinforced concrete slab was illustrated; the mid-span displacement of corrugated steel reinforced concrete slab under different contact explosion loads was obtained, and the weak direction of corrugated steel reinforced concrete slab under contact explosion load was given. Based on dimensional analysis, the engineering empirical formula of dimensionless mid-span displacement with respect to explosive quality is established. 
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