试验共设计了三块钢板夹钢管组合板,分别为净距90mm的三钢管组合板(G3)、净距30mm的四钢管组合板(G4)与净距0mm的五钢管组合板(G5);研究了组合板在落锤冲击作用下的抗冲击性能及破坏情况。利用有限元软件对试验组合板及不同厚度钢板、钢管的组合板进行模拟,分析钢管(钢板)位置、钢板厚度、钢管壁厚对组合板抗冲击性能的影响。提出单位增加质量贡献比γ来衡量组合板抗冲击性能优化的程度。结果表明:钢管分布连续的组合板抗冲击性能最好;在组合板变形不太大的情况下,钢板在抗冲击过程中起主要吸能作用;只增加中钢管壁厚能更快地提高组合板抗冲击性能,但材料利用率降低;只增加上钢板厚度能提高组合板边钢管抗冲击过程的参与度,增强组合板的整体性,并提高材料利用率。
Abstract
To study anti-impact properties and destruction of steel tube-core sandwich panels under dropping impact load, in tests three steel tube sandwich panels were designed. The number of steel tubes of the steel tube sandwich panels was 3, 4 and 5, respectively. Respectively, they were named G3, G4 and G5. For three panels, the distances between tubes were 90 mm, 30 mm and 0 mm, respectively. The sandwich panels with different thicknesses of face-sheets and tube walls were studied with ANSYS/DYNA. For anti-impact properties, the influence factors discussed included position of tubes, thickness of face-sheets and tube walls. In addition, the contribution ratio of unit added weight γ was put forward to measure the optimization level of sandwich panels anti-impact property. The results showed that the sandwich panel with continuously distributed steel tubes has the best anti-impact properties; face-sheets play a major role in energy absorption when the deformation of the sandwich panel is small; the anti-impact property of the sandwich panel can be enhanced significantly by merely adding the thickness of the middle steel tubes, but the material utilization rate decreases; merely adding the thickness of the front face sheet can improve the participation level of the side steel tubes, the integrity and the material utilization ratio of sandwich panels.
关键词
钢管组合板 /
有限元 /
落锤冲击 /
时程曲线
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Key words
steel tube sandwich panel /
finite element /
drop hammer impacting /
time history curve
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参考文献
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