Pereira G F, Mikkelsen L P, McGugan M
Technical University of Denmark, Department of Wind Energy, Roskilde, Denmark.
PLoS One. 2015 Oct 29;10(10):e0141495. doi: 10.1371/journal.pone.0141495. eCollection 2015.
In a fibre-reinforced polymer (FRP) structure designed using the emerging damage tolerance and structural health monitoring philosophy, sensors and models that describe crack propagation will enable a structure to operate despite the presence of damage by fully exploiting the material's mechanical properties. When applying this concept to different structures, sensor systems and damage types, a combination of damage mechanics, monitoring technology, and modelling is required. The primary objective of this article is to demonstrate such a combination. This article is divided in three main topics: the damage mechanism (delamination of FRP), the structural health monitoring technology (fibre Bragg gratings to detect delamination), and the finite element method model of the structure that incorporates these concepts into a final and integrated damage-monitoring concept. A novel method for assessing a crack growth/damage event in fibre-reinforced polymer or structural adhesive-bonded structures using embedded fibre Bragg grating (FBG) sensors is presented by combining conventional measured parameters, such as wavelength shift, with parameters associated with measurement errors, typically ignored by the end-user. Conjointly, a novel model for sensor output prediction (virtual sensor) was developed using this FBG sensor crack monitoring concept and implemented in a finite element method code. The monitoring method was demonstrated and validated using glass fibre double cantilever beam specimens instrumented with an array of FBG sensors embedded in the material and tested using an experimental fracture procedure. The digital image correlation technique was used to validate the model prediction by correlating the specific sensor response caused by the crack with the developed model.
在采用新兴的损伤容限和结构健康监测理念设计的纤维增强聚合物(FRP)结构中,描述裂纹扩展的传感器和模型将通过充分利用材料的机械性能,使结构在存在损伤的情况下仍能运行。将这一概念应用于不同结构、传感器系统和损伤类型时,需要结合损伤力学、监测技术和建模。本文的主要目的是展示这种结合。本文分为三个主要主题:损伤机制(FRP分层)、结构健康监测技术(用于检测分层的光纤布拉格光栅)以及将这些概念整合到最终综合损伤监测概念中的结构有限元模型。通过将传统测量参数(如波长偏移)与通常被终端用户忽略的与测量误差相关的参数相结合,提出了一种使用嵌入式光纤布拉格光栅(FBG)传感器评估纤维增强聚合物或结构胶接结构中裂纹扩展/损伤事件的新方法。同时,利用这种FBG传感器裂纹监测概念开发了一种用于传感器输出预测的新模型(虚拟传感器),并在有限元代码中实现。使用在材料中嵌入FBG传感器阵列的玻璃纤维双悬臂梁试样,并通过实验断裂程序进行测试,对监测方法进行了演示和验证。通过将裂纹引起的特定传感器响应与所开发模型进行关联,使用数字图像相关技术对模型预测进行了验证。