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《Building Science Research of Sichuan》 2004-04
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Numeric analysis on resisting blast capability of full closed steel-concrete-steel interlayer board

ZHANG Xiang-ji~1,SHI Shao-qing~(1,2),YIN Ping~1,LIU Ying-fang~1(1.Department of Civil Engineering,LEU,Chongqing400041,China;2.Chongqing University,Chongqing400045,China)  
Full colsed steel-concrete-steel interlayer board (FCIB) is very effective to protect the equipment and man in the structure under the explosive loading.Numerical analysis is finished by taking advantage of ANSYS software.Under the same explosive loading and the same dead loading,the response of FCIB and normal reinforced concrete board is contrasted in this article.The result indicates that FCIB is advantageous in resisting load,decreasing displacement and reducing crack.It is proved that FCIB is significant and valuable in the resisting exploding field.
【Fund】: 总后科研资助项目(41A1C51)
【CateGory Index】: TU352
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