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Experimental and numerical study of sandwich beams with layered-gradient foam cores under low-velocity impact

机译:层状梯度泡沫芯夹芯梁低速冲击试验与数值研究

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摘要

The low-velocity impact response of sandwich beams with aluminum alloy face-sheets and three core configurations (i.e., the positive layered-gradient core, negative layered-gradient core and non-gradient monolithic core) was first investigated by using a drop-weight machine. The impact bending tests were performed on specimens at five impact energy levels - 9.80 J, 22.05 J, 39.19 J, 61.24 J and 88.18 J - by varying the drop height of the weight. Based on experimental results, the corresponding numerical simulations and a multiobjective design optimization were performed. The experimental results show that all sandwich beams fail via the global bending deformation without local crack/fracture under lower initial impact energy, while they fail via larger bending deformation accompanied by obvious core tensile crack at mid-span and core shear at clamped ends with the increased initial impact energy. The resistance of both gradient core sandwich beams to impact flexure loading is weaker than that of non-gradient monolithic core sandwich beams. Simulation results indicate that the ratio of energy absorbed by core decreases with the increased impact energy, while the ratio of energy absorbed by face-sheets increases with the increased impact energy. The boundary condition is demonstrated to have great influence on the force-displacement response for all sandwich beams. Finally, the corresponding Pareto fronts representing a group of best trade-off designs were obtained.
机译:首先使用落锤研究了具有铝合金面板和三种芯构型(即正层梯度芯,负层梯度芯和非梯度整体芯)的夹层梁的低速冲击响应机。通过改变砝码的下落高度,在五个冲击能量水平(9.80 J,22.05 J,39.19 J,61.24 J和88.18 J)上对试样进行了弯曲试验。根据实验结果,进行了相应的数值模拟和多目标设计优化。实验结果表明,所有夹层梁在较低的初始冲击能量下均通过整体弯曲变形而没有局部裂纹/断裂而失效,而在较大弯曲变形时伴随着中跨明显的岩心拉伸裂纹和夹固端的岩心剪切而失效。增加初始冲击能量。两种梯度芯夹层梁对冲击挠曲载荷的抵抗力均比非梯度整体式芯夹层梁的抵抗力弱。仿真结果表明,随着冲击能量的增加,铁芯吸收的能量比率降低,而随着冲击能量的增加,面板吸收的能量比率增加。边界条件被证明对所有夹层梁的力-位移响应有很大的影响。最终,获得了代表一组最佳权衡设计的相应Pareto前沿。

著录项

  • 来源
    《Thin-Walled Structures》 |2019年第2期|227-244|共18页
  • 作者单位

    Southwest Jiaotong Univ, State Key Lab Tract Power, Chengdu 610031, Sichuan, Peoples R China|Xi An Jiao Tong Univ, State Key Lab Strength & Vibrat Mech Struct, Xian 710049, Peoples R China;

    Southwest Jiaotong Univ, State Key Lab Tract Power, Chengdu 610031, Sichuan, Peoples R China;

    Southwest Jiaotong Univ, State Key Lab Tract Power, Chengdu 610031, Sichuan, Peoples R China|Guangdong Univ Technol, Sch Civil & Transportat Engn, Guangzhou 510006, Guangdong, Peoples R China;

    Guangdong Univ Technol, Sch Civil & Transportat Engn, Guangzhou 510006, Guangdong, Peoples R China;

    Taiyuan Univ Technol, Inst Appl Mech & Biomed Engn, Taiyuan 030024, Shanxi, Peoples R China;

  • 收录信息 美国《科学引文索引》(SCI);美国《工程索引》(EI);
  • 原文格式 PDF
  • 正文语种 eng
  • 中图分类
  • 关键词

    Sandwich beam; Layered-gradient core; Low-velocity impact; Energy absorption; Optimal design;

    机译:夹层梁;分层梯度核心;低速冲击;吸能;优化设计;

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