钢管混凝土短柱内部抗爆炸性能的有限元数值模拟

FEA About Capacity of Resisting Explosion Inside of Short Concrete Column With Steel Tube Confined

当前军事高技术武器的不断涌现及未来战争中攻防战略发展,对防护工程的抗力水平提出了更高的要求。文章运用LS-DYNA3D程序,对普通混凝土短柱和钢管混凝土短柱在相同爆炸荷载作用下的情况进行了数值模拟,并对它们产生的爆炸腔,节点位移结果进行了比较。结果表明:钢管混凝土结构能够有效地约束核心混凝土的变形,改善了结构的抗爆炸性能,增强了结构的韧性和牢固性。

With the development of offense and defense strategy in future war and the application of high tech weapon, the demand is much improved to the resistibility level of defense engineering. LS-DYNA3D software is adopted to simulate the situation causing by the explosion of the commonly short concrete column and Short Concrete Column with Steel tube confined. The comparison includes chamber causing by explosion and nodes' displacement. The results show that steel tube-confined concrete structure can confine the displacement of core concrete, improve the structure's capacity of resisting explosion effectively, and enhance structure's elasticity and firmness.