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首页> 外文期刊>Composite Structures >An Analytical Solution For The Large Deflections Of A Slender Sandwich Beam With A Metallic Foam Core Under Transverse Loading By A Flat Punch
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An Analytical Solution For The Large Deflections Of A Slender Sandwich Beam With A Metallic Foam Core Under Transverse Loading By A Flat Punch

机译:平板冲切力作用下带有金属泡沫芯的细长夹芯梁大挠度的解析解

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摘要

The large deflections of slender ultralight sandwich beams with a metallic foam core are studied under transverse loading by a flat punch, in which interaction of bending and stretching induced by large deflections is considered. Firstly, a unified yield criterion for metallic sandwich structures considering the effect of core strength is proposed, which is valid for metallic sandwich cross-sections with various core strengths and geometries. This can reduce to the yield criterion for a solid monolithic cross-section and the classical yield criterion for sandwich cross-sections with a weak core, respectively. Then, analytical solutions for the large deflections of fully clamped and simply supported metallic foam core sandwich beams are derived under transverse loading by a flat punch, respectively. Comparisons of the present solutions with experimental results are presented and good agreements are found. The effects of the core strength, the size of loading punch and the boundary conditions on the structural response of sandwich beams are discussed in detail. It is shown that the axial stretching induced by large deflections has significant effect on the load-carrying and energy absorption capacities of sandwich structures in the post-yield regime, and the load-carrying and plastic energy absorption capacities of metallic foam core sandwich beams may be underestimated as the core strength is neglected in analysis, especially for the sandwich beams with a strong core.
机译:研究了扁平冲头在横向载荷作用下具有金属泡沫芯的细长超轻夹层梁的大挠度,其中考虑了大挠度引起的弯曲和拉伸相互作用。首先,提出了考虑芯强度影响的金属夹层结构统一屈服准则,适用于具有不同芯强度和几何形状的金属夹层截面。这可以分别降低到实心整体截面的屈服准则和芯薄弱的夹心截面的经典屈服准则。然后,分别通过扁平冲头在横向载荷下得出完全夹紧且简单支撑的金属泡沫芯夹层梁大挠度的解析解。提出了本解决方案与实验结果的比较,并找到了很好的协议。详细讨论了芯强度,加载冲头的尺寸和边界条件对夹层梁结构响应的影响。结果表明,大挠度引起的轴向拉伸对屈服后夹层结构的承载力和能量吸收能力有显着影响,而金属泡沫芯夹层梁的承载力和塑性能量吸收能力可能在分析中忽略了岩心强度而被低估了,特别是对于具有较强岩心的夹心梁。

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