单层厚度对高应变复合材料弯曲性能影响

Effect of layer thickness on the bending properties of highly strained composites

  • 摘要: 高应变复合材料由于其可封装并利用储存的应变能展开的特性,被广泛应用于可展空间结构领域以大幅降低空间结构的重量及复杂性。为更好满足可展空间结构需求,本文通过设计合理的配重平衡柱弯曲试验夹具保证试验结果准确性,并通过模压方法制备单层厚度20 μm、60 μm、100 μm的不同铺层角度的高应变复合材料层压板并进行柱弯曲试验,分析了不同铺层角度下单层厚度对高应变复合材料弯曲性能影响。结果表明,使用设计配重平衡柱弯曲夹具,试验中夹具旋转角度与简化模型计算结果偏差小于3°,保证了试验准确性;在铺层角度为0n的情况下,单层厚度越薄,试验件弯曲刚度越大,不同单层厚度试验件弯曲刚度分别提升36.37%,44.78%,而这种提升会随着铺层数量的增加而减小;在铺层角度为0/90ns的情况下,单层层厚对弯曲刚度影响规律与0n相同,即单层层厚越薄,试验件弯曲刚度越大,而铺层角度为0/±45/90ns,单层层厚对弯曲刚度影响规律相反, 即单层层厚越薄,试验件弯曲刚度越小;随着铺层角度丰富,试验件所能达到曲率都有明显提升。

     

    Abstract: High-strain composite materials are widely used in the field of deployable space structures due to their ability to be encapsulated and unfolded using stored strain energy to significantly reduce the weight and complexity of space structures. In order to better meet the needs of deployable space structures, this paper designed a reasonable counterweighted balanced column bending test fixture to ensure the accuracy of the test results, and prepared high-strain composite laminates with single-layer thicknesses of 20μm, 60μm, and 100μm at different layup angles by molding, and conducted column bending tests, analyzing the effect of single-layer thickness at different layup angles on the bending performance of high-strain composite materials. The results show that when the designed counterweight balance column bending fixture is used, the deviation of the fixture rotation angle in the test and the calculated result of the simplified model is less than 3°, which ensures the accuracy of the test; when the ply angle is 0n, the thinner the single layer thickness, the greater the bending stiffness of the test piece, and the bending stiffness of the test pieces with different single layer thicknesses increases by 36.37% and 44.78% respectively, and this increase decreases with the increase of the number of plies; when the ply angle is 0/90ns, the influence of the single layer thickness on the bending stiffness is the same as 0n, that is, the thinner the single layer thickness, the greater the bending stiffness of the test piece, while when the ply angle is 0/±45/90ns, the influence of the single layer thickness on the bending stiffness is the opposite, that is, the thinner the single layer thickness, the smaller the bending stiffness of the test piece; with the richer ply angles, the curvature that the test piece can achieve is significantly improved.

     

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