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Damage assessment of particle-toughened carbon fibre composites subjected to impact and compression-after-impact using 3D X-ray tomography

机译:使用3D X射线断层扫描评估粒子增韧碳纤维复合材料在冲击和压缩后的压力下的损伤评估

摘要

In this thesis, particle-toughened and untoughened, carbon fibre composite material systems with quasi-isotropic layups were investigated. This was to understand better the toughening behaviour leading to increased impact damage resistance and post-impact compression damage tolerance performance. To achieve this, mechanical testing and conventional ultrasonic C-scan methods were combined with damage assessments using several 3D X-ray computed tomography techniques. These consisted of lab based micro-focus computed tomography (?CT), synchrotron radiation computed tomography (SRCT) and synchrotron radiation computed laminography (SRCL). Mechanical impact and compression-after-impact experiments were undertaken to establish the ranking of damage resistant and damage tolerant properties between material systems. This was followed up by damage assessments from CT scans and laminography to characterise the damage macroscopically and microscopically, linking these observations and quantifications back to the overall damage resistance and damage tolerance of the material systems.Through qualitative and quantitative assessment of the damage mechanisms it is revealed that particle-toughened systems strongly suppressed the extent of delaminations but had little effect on matrix cracks. The suppression of delaminations was achieved through energy absorption and crack-shielding mechanisms consisting of; particle-matrix debonding, crack deflection and bridging effects, which were observed in the resin-rich regions between the plies. Based on quantification of SRCT data in this study, it is suggested that bridging micromechanisms contributed most significantly to increases in damage resistance over the untoughened material.Ex situ time-series experiments were also employed in this work. ?CT scans of fully intact test coupons under incremental loads enabled internal damage initiation and propagation to be monitored. This was done for quasi-static indentation (QSI) and compression-after-impact (CAI) experiments.For QSI work, comparisons between impact and QSI experiments showed both similarities and differences between the two loading conditions. The most significant differences were observed in two material systems which resulted in a lower damage area under QSI loading than low velocity impact at applied energies above 30 J. This behaviour correlated to a larger extent of bridging ligament formation. It is suggested that the extent of bridging micromechanisms are linked to the improved damage resistance under QSI and that this toughening mechanism is potentially sensitive to strain-rate, hence a loss of damage resistance under impact.For CAI experiments, the sequence of events leading to failure was established. Based on ex situ ?CT scans of material systems subjected to post-impact near-failure compressive loads, it was observed that delaminations propagating into the undamaged cone contributed to failure of the coupon by linking surrounding delaminations. This effect more than doubled the unsupported length of the sublaminates, significantly reducing buckling stability and in-plane load carrying capability. Particle-toughened systems maintained a higher residual compressive strength for a given damage area compared to the untoughened systems. It is suggested that particles suppressed delamination growth into the undamaged cone, increasing stability and enabling more load to be carried prior to failure.Overall, the experimental findings in this thesis will improve the understanding of the mechanisms contributing to failure and the particle-toughening processes which will support the development of superior carbon fibre-reinforced composite systems. The results also support the development of finite element models to ensure the most important mechanisms are included and captured.
机译:本文研究了具有准各向同性铺层的颗粒增韧和不增韧碳纤维复合材料系统。这是为了更好地理解增韧行为,从而提高抗冲击损伤性和冲击后压缩损伤耐受性。为此,使用几种3D X射线计算机断层扫描技术将机械测试和常规超声C扫描方法与损伤评估相结合。这些包括基于实验室的微焦点计算机断层扫描(?CT),同步加速器辐射计算机断层扫描(SRCT)和同步加速器辐射计算机断层扫描(SRCL)。进行了机械冲击和冲击后压缩实验,以建立材料系统之间的耐损伤性和耐损伤性的等级。接下来是通过CT扫描和X射线照相术进行的损伤评估,以宏观和微观的方式表征损伤,并将这些观察结果和量化结果与材料系统的整体抗损伤性和损伤耐受性联系起来。揭示了颗粒增韧的体系强烈抑制了分层的程度,但对基体裂纹的影响很小。分层的抑制是通过能量吸收和裂纹屏蔽机制实现的;在层之间的富含树脂的区域中观察到了颗粒-基体的剥离,裂纹变形和桥接效应。根据本研究中SRCT数据的定量分析,表明架桥微机制对未硬化材料的抗损伤性提高的贡献最大。在此工作中还采用了非原位时间序列实验。在增量载荷下对完全完好的测试试样进行CT扫描,可以监控内部损坏的发生和蔓延。这是针对准静态压痕(QSI)和冲击后压缩(CAI)实验完成的。对于QSI工作,冲击和QSI实验之间的比较显示了两种加载条件之间的相似之处和不同之处。在两种材料系统中观察到最显着的差异,与在30 J以上的施加能量下的低速冲击相比,QSI负载下的破坏面积较小。这种行为与桥状韧带形成的程度更大有关。有人认为,桥接微机制的程度与QSI下抗损伤性的提高有关,并且这种增韧机制可能对应变率敏感,因此在冲击下损失了抗损伤性。对于CAI实验,事件序列导致故障成立。基于对材料系统施加冲击后接近失效破坏的压缩变形试验,可以观察到传播到未损坏圆锥体中的分层通过连接周围的分层而导致试样的破坏。这种效果使子层压板的不受支撑长度增加了一倍以上,从而大大降低了屈曲稳定性和平面内承载能力。与未增韧的系统相比,颗粒增韧的系统在给定的损坏区域内保持较高的残余抗压强度。提示颗粒抑制了分层生长到未损坏的圆锥体中,增加了稳定性并使得在失效之前能够承受更多的载荷。总体而言,本论文的实验结果将增进对导致失效的机制和颗粒增韧过程的理解。这将支持高级碳纤维增强复合材料系统的开发。结果还支持有限元模型的开发,以确保包含和捕获最重要的机制。

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  • 作者

    Bull D.J.;

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  • 年度 2014
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  • 原文格式 PDF
  • 正文语种 {"code":"en","name":"English","id":9}
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