具有Kevlar短纤维界面增韧的碳纤维/铝蜂窝夹芯板冲击后压缩性能

碳纤维夹芯板受到冲击载荷后易发生分层损伤,在工程应用中严重影响结构安全。首先对碳纤维/铝蜂窝夹芯板界面进行Kevlar短纤维增韧设计;其次对比研究了Kevlar短纤维界面增韧及未增韧夹芯板的低速冲击行为和冲击后压缩行为,将其冲击后剩余压缩强度、能量吸收及破坏模式进行对比;最后运用数字图像相关技术(DIC)获取增韧及未增韧试件在冲击后压缩过程中的应变云图。结果表明：低速冲击过程中,Kevlar短纤维增韧可以有效提高碳纤维/铝蜂窝夹芯板的冲击损伤阻抗,增韧试件的临界损伤阈值载荷明显高于未增韧试件;相比于未增韧试件,4种冲击能量下增韧试件的冲击后剩余压缩强度(CAI)值分别提高了2.68%、9.24%、4.65%、11.13%,能量吸收分别提高了69.09%、52.88%、55.03%、101.70%;对碳纤维/铝蜂窝夹芯板冲击后压缩过程中的DIC观测,进一步验证了芳纶短纤维对界面的增韧效果,并揭示了增韧界面对结构的增强机制。     

复合材料蜂窝夹芯板低速冲击损伤研究

本文对蜂窝夹芯板试件进行了低速冲击试验, 然后用X 光技术、热揭层技术、断面显微技术和外观检测等对冲击后板的损伤进行了较为全面的研究, 讨论了表面布的作用, 分析了外观损伤、面板损伤、蜂窝损伤等与冲击能量的关系。     

不同冲击参数下Nomex蜂窝板的低速冲击损伤

Nomex蜂窝板因具有轻质、高强度的特点,在航空航天、高速列车、船舶制造等领域得到了越来越广泛的应用。但特殊的三明治夹层结构使其对冲击载荷特别敏感,较小的冲击载荷都可能对结构造成不可避免的损伤,从而使结构力学性能下降。针对Nomex夹层板的低速冲击性能,利用落锤冲击试验及精细化仿真模型探究Nomex蜂窝板在不同直径冲头和不同能量冲击下的力学性能反馈及损伤情况,并建立最大峰值力的理论计算模型,以判断服役蜂窝板遭受损伤的工况环境,对蜂窝板的实用工况调整提供一定的参考。     

低速冲击后复合材料蜂窝夹芯板的拉伸特性

对含低速冲击损伤的蜂窝夹芯板试件进行了拉伸试验, 用X 光技术、热揭层技术和外观检测等对拉伸破坏过程进行了研究, 分析了剩余拉伸强度与冲击能量的关系。结果表明: 拉伸过程中, 四种破坏形式同时存在且相互作用; 冲击损伤严重影响了蜂窝夹芯板的抗拉能力。      

内凹弧形蜂窝夹芯板低速弹道冲击试验与数值仿真

面向弹道冲击防护，设计制备了1060铝合金材质的内凹弧形(re-entrant circular, REC)和传统内凹(re-entrant, RE)六边形蜂窝夹芯板。采用钢质圆柱弹低速冲击试验结合有限元数值仿真，研究对比了两类蜂窝夹芯板的低速弹道冲击动态响应与防护性能。进而，利用经验证的有限元模型，仿真分析着靶速度对两类蜂窝夹芯板的低速弹道冲击最大永久压缩量、局部泊松比值和各部件吸能占比的影响。最后，分析了REC蜂窝胞元的圆弧胞壁半径、胞元长度等结构参数对夹芯板低速弹道冲击响应的影响。结果表明：相比RE蜂窝，REC蜂窝夹芯板在相同弹道冲击载荷下最大永久压缩量更小，抗弹性能更优，并且低速下优势更显著；随着胞元长度和圆弧胞壁半径减小，REC蜂窝夹芯板的抗弹性能可进一步提升。     

明胶鸟弹撞击复合材料蜂窝夹芯板试验

开展明胶鸟弹撞击复合材料蜂窝夹芯板试验,研究夹芯结构在软体高速冲击下的损伤形式,分析相关因素对结构动态响应结果的影响。通过CT扫描对复合材料蜂窝夹芯板内部进行检测可知,面板出现分层、基体开裂、纤维断裂、凹陷、向胞内屈曲等损伤形式,蜂窝芯出现芯材压溃、与面板脱粘的损伤形式;分析复合材料蜂窝夹芯板后面板的动态变形过程及撞击中心处位移-时间数据可知,复合材料蜂窝夹芯板在撞击过程中出现由全局弯曲变形主导和局部变形主导的两种变形模式;通过对比不同工况下的复合材料蜂窝夹芯板损伤程度可知,复合材料蜂窝夹芯板损伤程度随鸟弹撞击速度的增加而增大;蜂窝芯高度为10 mm的复合材料蜂窝夹芯板较蜂窝芯高度为5 mm的复合材料蜂窝夹芯板的损伤程度大;初始动能较大的球形鸟弹较圆柱形鸟弹对复合材料蜂窝夹芯板造成的冲击损伤程度更大。      

基于ANSYS的铝蜂窝夹芯板低速冲击仿真模拟研究

简要介绍了蜂窝夹芯板的结构及特点,利用ANSYS有限元模拟软件模拟分析了小球低速冲击对蜂窝铝板的损伤变形,在冲击条件参数不变的情况下,研究了蜂窝铝板结构参数(蜂窝芯边长、蜂窝芯壁厚、蒙皮板厚)对冲击变形以及吸收能量的影响。结果表明,冲击速度越快,能量吸收系数越高,蜂窝芯厚度、蒙皮板厚度增加和蜂窝芯边长减小均使蜂窝铝板耐冲击能力有所提升。     

浮冰碰撞下蜂窝金属夹芯板动态响应研究EI北大核心CSCD

采用非线性有限元软件ANSYS/LS-DYNA,结合混凝土冰材料数值模型,建立了楔形冰碰撞下蜂窝金属夹芯板动态响应数值仿真模型,得到了碰撞过程的冲击力时间曲线和冲击力位移曲线、蜂窝金属夹芯板的变形以及冲击能量分配情况,并开展了楔形冰-蜂窝金属夹芯板碰撞冲击试验验证。研究结果表明,楔形冰碰撞下蜂窝金属夹芯板上面板表现为局部凹陷与整体弯曲的耦合变形模式,下面板表现为整体弯曲变形模式,冲击能量转化为蜂窝金属夹芯板的变形能和楔形冰的回弹动能以及冰体破碎耗散能量,数值仿真与试验结果吻合较好,验证了数值计算模型的准确性。在此基础上,研究了浮冰碰撞冲击位置以及蜂窝芯层厚度对其动态响应及能量分配的影响规律。     

格栅-蜂窝混式芯体夹芯结构的低速冲击性能

针对传统复合材料夹芯结构抗冲击性能差的缺陷,提出一种格栅-蜂窝混式芯体,并对其低速冲击性能进行了研究.采用半球头式落锤冲击实验平台对碳纤维铝蜂窝夹芯结构的低速冲击响应进行研究;其次基于蜂窝非线性本构与完美界面假设,建立了碳纤维铝蜂窝夹芯板低速冲击仿真模型,实验与仿真结果吻合良好;最后对不同冲击位置和冲击角度下格栅-蜂窝...     

结构参数对CFRP蒙皮-铝蜂窝夹层板低速冲击性能的影响

针对碳纤维增强树脂复合材料（CFRP）蒙皮-铝蜂窝夹层结构,使用半球头式落锤冲击试验平台进行了低速冲击载荷下蜂窝芯单元尺寸对夹层板冲击性能影响的试验探究,并基于渐进损伤模型、内聚力模型和三维Hashin失效准则,在有限元仿真软件ABAQUS中建立了含蒙皮、蜂窝芯、胶层的CFRP蒙皮-铝蜂窝夹层板精细化低速冲击仿真模型,仿真结果与试验结果吻合较好。利用该数值模型进一步探究了蜂窝芯高度、蒙皮厚度和蜂窝芯壁厚等结构参数对于蜂窝夹层板低速冲击吸能效果的影响。结果表明:增大铝蜂窝芯的单元边长,会减小蜂窝夹层板的刚度,提升夹层板的吸能效果;芯层高度对夹层板的刚度及抗低速冲击性能影响较小;增大蜂窝夹层板的蒙皮厚度,可以提高夹层板的刚度,但会降低夹层板的吸能效果;增大蜂窝芯的壁厚,可以提高夹层板的刚度和抗低速冲击性能。      

Deformation and impact energy absorption of cellular sandwich panels

The response and energy absorption capacity of cellular sandwich panels that comprises of silk-cotton wood skins and aluminum honeycomb core are studied under quasi-static and low velocity impact loading. Two types of sandwich panels were constructed. The Type-I sandwich panel contains the silk-cotton wood plates (face plates) with their grains oriented to the direction of loading axis and in the case of Type-II sandwich panel, the wood grains were oriented transverse to the loading axis. In both of the above cases, aluminum honeycomb core had its cell axis parallel to the loading direction. The macro-deformation behavior of these panels is studied under quasi-static loading and their energy absorption capacity quantified. A series of low velocity impact tests were conducted and the dynamic data are discussed. The results are then compared with those of quasi-static experiments. It is observed that the energy absorption capacity of cellular sandwich panels increases under dynamic loading when compared with the quasi-static loading conditions. The Type-I sandwich panels tested in this study are found to be the better impact energy absorbers for low velocity impact applications.     

四边简支条件下正交各向异性蜂窝夹层板的固有特性分析

以四边简支正交各向异性矩形蜂窝夹层板为研究对象,应用Reissner-Mindlin夹层板剪切理论,在考虑横向剪切变形的基础上,给出了一种将夹层板弯曲控制方程组化为仅含一个位移函数的单一方程的方法,从而获得了四边简支条件下矩形蜂窝夹层板弯曲振动固有频率的精确解,理论结果与数值结果和实验结果取得很好的一致,验证了本文方法的合理性;在此基础上研究了面板、芯层的各项结构和材料设计参数对夹层板其固有频率的影响,并对各设计参数对夹层板固有频率的调控机理进行了分析。研究结果对蜂窝夹层板的结构设计和工程应用具有指导意义。     

Large inelastic response of unbonded metallic foam and honeycomb core sandwich panels to blast loading

Sandwich panels constructed from metallic face sheets with the core composed of an energy absorbing material, have shown potential as an effective blast resistant structure. In the present study, air-blast tests are conducted on sandwich panels composed steel face sheets with unbonded aluminium foam (Alporas, Cymat) or hexagonal honeycomb cores. Honeycomb cores with small and large aspect ratios are investigated. For all core materials, tests are conducted using two different face sheet thicknesses. The results show that face sheet thickness has a significant effect on the performance of the panels relative to an equivalent monolithic plate. The Alporas and honeycomb cores are found to give higher relative performance with a thicker face sheet. Under the majority of the loading conditions investigated, the thick core honeycomb panels show the greatest increase in blast resistance of the core materials. The Cymat core panels do not show any significant increase in performance over monolithic plates.     

全厚度缝合复合材料泡沫芯夹层结构力学性能研究与损伤容限评定

探索了全厚度缝合复合材料闭孔泡沫芯夹层结构低成本制造的工艺可行性及其潜在的结构效益。选用3 种夹层结构形式, 即相同材料和工艺制造的未缝合泡沫芯夹层和缝合泡沫芯夹层结构及密度相近的Nomex 蜂窝夹层结构, 完成了密度测定、三点弯曲、平面拉伸和压缩、夹层剪切、结构侧压和损伤阻抗/ 损伤容限等7 项实验研究。结果表明, 泡沫芯夹层结构缝合后, 显著提高了弯曲强度/ 质量比、弯曲刚度/ 质量比、面外拉伸和压缩强度、剪切强度和模量、侧压强度和模量、冲击后压缩(CAI) 强度和破坏应变。这种新型结构形式承载能力强、结构效率高、制造维护成本低, 可以在飞机轻质机体结构设计中采用。      

A comparison of honeycomb-core and foam-core carbon-fibre/epoxy sandwich panels

Cellular core sandwich panels of carbon-fibre/epoxy fabric laminate skins, simulating the construction of an aircraft flap, were cured and bonded in a single-step autoclave operation. Nomex honeycomb and Rohacell WF foam of different densities were employed as the core material. The panels were examined to identify voids in the laminate skins and cell collapse and coalescence in the foam core. Test-pieces were subjected to low-energy impact and the induced damage was determined by ultrasonic C-scan. The maximum damage area in the face-skin was comparable to the projectile cross-sectional area. Residual compressive capacity showed an asymptotic decrease with increasing impact levels, most panels gave similar values but the modes of failure were different depending on the type of core. The resistance of the separate panel components to full impact puncture was assessed using instrumented impact load-deflection traces.     

Testing and modeling of Nomex™ honeycomb sandwich Panels with bolt insert

Nomex™ honeycomb core sandwich panels with a bolt insert were load tested and modeled. The objective was to predict the honeycomb local buckling load and to identify a Nomex™ honeycomb constituent material model. Sandwich specimens were subjected to bolt pull-out load tests. The same sandwich structure was also tested in flat-wise tension with strain gages installed on the honeycomb walls. Finite element models of the flat-wise tension and bolt pull-out tests were built. The honeycomb geometry and strain gages were modeled with shell elements. An orthotropic honeycomb material model was identified by comparing the two test models to the experimental data. The material parameters identified are in the mid-range of previously published values. The pull-out test model was used to predict honeycomb wall buckling with a nodal rotation vector sum criterion. The buckling loads predictions closely corresponded to the start of the experimental load/displacement slope transition zone.     

Compression strength of sandwich panels with sub-interface damage in the foam core

This paper addresses the effect of a local quasi-static indentation or a low-velocity impact on the residual strength of foam core sandwich panels subjected to edgewise compression. The damage is characterized by a local zone of crushed core accompanied by a residual dent in the face sheet. Experimental studies show that such damage can significantly alter the compressive strength. Theoretical analysis of the face sheet local bending is performed for two typical damage modes (with or without a face–core debonding). The solutions allow estimation of the onset of (a) an unstable dent growth (local buckling) or (b) a compressive failure in the face sheet. The theoretical results are in agreement with the test data for two considered sandwich configurations.