碳纤维增强树脂复合材料柱壳周向缺陷下屈曲特性

Buckling of carbon fiber reinforced polymer cylinder with circumferential defect

  • 摘要: 为开展碳纤维增强树脂复合材料柱壳周向缺陷下屈曲特性理论与试验研究,设计并制作了含周向缺陷的碳纤维柱壳,通过试验与数值分析了周向缺陷下碳纤维柱壳失稳及破坏机制,并与完整柱壳对比分析,发现周向凹陷缺陷可削弱柱壳对缺陷的敏感度;接着,通过分析缺陷柱壳极限载荷变化趋势,建立了柱壳极限载荷与周向缺陷下缺陷长度比与壁厚比之间的数学关系,推导了碳纤维柱壳在周向缺陷下抗压极限载荷理论模型,与试验、数值结果对比分析发现:缺陷柱壳与完整柱壳的理论载荷比值与数值结果最大误差9.7%;4种载荷理论修正值与试验结果分别误差1.4%、4.1%、1.3%、9.3%。修正的理论模型与数值计算、试验结果具有良好一致性。对考虑制造、安装及使用过程中所造成周向凹坑缺陷下碳纤维柱壳耐压理论评估具有重要的实际应用意义。

     

    Abstract: Buckling of carbon fiber reinforced polymer cylinder with circumferential defect was investigated in the current study. Carbon fiber reinforced polymer cylinders with circumferential defect were designed and fabricated. The buckling and failure mechanism of carbon fiber reinforced polymer cylinder with circumferential defect were experimentally and numerically analyzed, and nominally identical cylinder without defect was designed, fabricated, hydrostatically experimented. The results indicate that circumferential concave defects could weaken the sensitivity to defects. Subsequently, a mathematical relationship between defect length ratio and wall thickness ratio for externally pressurized carbon fiber reinforced polymer cylinder with circumferential defect was proposed. An analytical formula for collapse load of such cylinder was derived. Numerical analysis and experimental verification were conducted. The results indicate that the maximum difference between numerical and theoretical results for load ratio of defect to nominal cylinder is 9.7%. The modified theoretical, numerical and experimental data for samples agree favorably. The difference between four kinds of theoretical and numerical results are 1.4%, 4.1%, 1.3% and 9.3%, respectively. The theoretical evaluation for buckling of carbon fiber reinforced polymer cylinder with circumferential defect, is of practical significance.

     

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