金竹雨, 张晓晶, 汪海. 缝线增强层合板混合模式弯曲试验的数值模拟[J]. 工程力学, 2016, 33(2): 232-241,256. DOI: 10.6052/j.issn.1000-4750.2014.07.0579
引用本文: 金竹雨, 张晓晶, 汪海. 缝线增强层合板混合模式弯曲试验的数值模拟[J]. 工程力学, 2016, 33(2): 232-241,256. DOI: 10.6052/j.issn.1000-4750.2014.07.0579
JIN Zhu-yu, ZHANG Xiao-jing, WANG Hai. NUMERICAL SIMULATIONS FOR THE MIX-MODE BENDING TEST OF THE STITCHED LAMINATES[J]. Engineering Mechanics, 2016, 33(2): 232-241,256. DOI: 10.6052/j.issn.1000-4750.2014.07.0579
Citation: JIN Zhu-yu, ZHANG Xiao-jing, WANG Hai. NUMERICAL SIMULATIONS FOR THE MIX-MODE BENDING TEST OF THE STITCHED LAMINATES[J]. Engineering Mechanics, 2016, 33(2): 232-241,256. DOI: 10.6052/j.issn.1000-4750.2014.07.0579

缝线增强层合板混合模式弯曲试验的数值模拟

NUMERICAL SIMULATIONS FOR THE MIX-MODE BENDING TEST OF THE STITCHED LAMINATES

  • 摘要: 对缝线在复合材料层合板中的桥联作用进行参数分析,结果显示缝线的直径和拉伸强度,缝合角度,层合板厚度和挤压强度均会对缝线的桥联曲线以及断裂能产生影响,甚至改变缝线的破坏模式。以计算所得的桥联曲线作为输入参数,分别用连接器(Connector)和离散内聚力单元(Cohesive单元)的方法建立有限元模型,模拟缝线增强复合材料层合板的混合模式弯曲(MMB,Mix-Mode Bending)试验。两种方法的有限元计算结果具有较好的一致性,且均能够与文献中的试验数据较好吻合。相比离散Cohesive单元模型,Connector模型的计算效率更高,需要的输入参数更少,且建模更为简便。

     

    Abstract: Parameter analysis is conducted on the bridging effect of the stitch which works as the through-thickness reinforcement in the composite lamina. The analysis results indicate that stitch diameter, stitch strength, incline angle, laminate thickness and laminate bearing strength influence the bridging curve and the fracture energy, and even change the stitch failure mode. The finite element models are established in two ways, i.e., connector and discrete cohesive element models, to simulate the mix-mode bending test for the stitched laminates with the stitch bridging curve as input data. The two models are in good agreement with each other, and both of them agree well with the existing experimental results. Compared with the discrete cohesive element model, the connector model, needing less input data, gives a higher modeling and calculation efficiency.

     

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