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化爆作用下人防工程口部封堵梁的计算与分析
引用本文:颜海春,方秦,张亚栋,龚自明.化爆作用下人防工程口部封堵梁的计算与分析[J].解放军理工大学学报,2001,2(3):78-81.
作者姓名:颜海春  方秦  张亚栋  龚自明
作者单位:解放军理工大学工程兵工程学院 江苏南京210007 (颜海春,方秦,张亚栋),解放军理工大学工程兵工程学院 江苏南京210007(龚自明)
摘    要:以典型口部封堵梁为例,对其在普通爆破弹爆炸作用下的响应进行计算与分析,动力有限元计算表明,按照抗核爆空气冲击波的要求设计的封,在化爆荷载作用下存在严重反弹现象,其载面负弯矩抗力明显不足,支座抗拉能力也显不足,建议梁的设计应采用对称配筋,并加密箍筋和增加焊角焊缝。

关 键 词:化爆作用  人防工程  封堵梁  内力分析  等效静载法  有限元法  抗力分析
文章编号:1009-3443(2001)03-0078-04
修稿时间:2001年2月21日

Calculation and Analysis of Beam for Blocking Entrance in Civil Air-defence Engineering under Conventional Weapon Explosion
YAN Hai-chun,FANG Qin,ZHANG Ya-dong and GONG Zi-ming.Calculation and Analysis of Beam for Blocking Entrance in Civil Air-defence Engineering under Conventional Weapon Explosion[J].Journal of PLA University of Science and Technology(Natural Science Edition),2001,2(3):78-81.
Authors:YAN Hai-chun  FANG Qin  ZHANG Ya-dong and GONG Zi-ming
Institution:Engineering Institute of Engineering Corps, PLA Univ. of Sci. & Tech., Nanjing 210007, China;Engineering Institute of Engineering Corps, PLA Univ. of Sci. & Tech., Nanjing 210007, China;Engineering Institute of Engineering Corps, PLA Univ. of Sci. & Tech., Nanjing 210007, China;Engineering Institute of Engineering Corps, PLA Univ. of Sci. & Tech., Nanjing 210007, China
Abstract:The response of the beam for blocking entrance in civil air-defense engineering under the conventional weapon explosion is calculated and analyzed by taking a typical blocking beam as an example. Dynamic finite element analysis shows that the beam rebounds severely under the blast load induced by the low drag general purpose bomb and the resistance of the negative moment as well as the capacity to resist tensile force at the support is insufficient. The adoption of the symmetry reinforcement and the strenghening of the stirrup within 1/4 span near the support and the welding connection between the beam and support are suggested.
Keywords:conventional weapons explosion  civil air-defense engineering  the blocking beam  entrance  
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