Shen Fu-Kang, Wang Si-Kai, Zhang Jia-Yi, Xia Zhi-Gang, Peng Bao-Rui, Sasy Chan Yung William, Xiang Ping, Wang Hua-Ping
School of Civil Engineering and Mechanics, Lanzhou University, Lanzhou 730000, China.
College of Architectural Science and Engineering, Yangzhou University, Yangzhou 225127, China.
Polymers (Basel). 2025 Jun 29;17(13):1817. doi: 10.3390/polym17131817.
The wide-spread application of carbon fiber-reinforced polymer (CFRP) composites in industrial fields has led to high demand for developing a rapid detection method for assessing the structural performance of CFRP composites in operation based on optical fiber sensing technology. Therefore, the effectiveness and reliability of evaluating the fatigue resistance of CFRP plates based on fiber Bragg grating (FBG) monitoring information were explored. The strain response of CFRP plates at key positions under constant amplitude fatigue load was monitored by bare FBGs in series and packaged quasi-distributed FBGs in series. The structural performance and fatigue resistance characteristics of CFRP plates were evaluated by statistical analysis and fatigue life prediction theory. The validity and accuracy of the test and analysis results were demonstrated by finite element modeling analysis. Compared with the traditional methods that evaluate the structural fatigue performance based on mass destructive experiments, this method significantly improves the detection efficiency and realizes the non-destructive and rapid online evaluation of structural service performance. Research shows that the designed FBG sensors can effectively monitor the strain response of CFRP plate under fatigue load, and the correlated fatigue algorithm can provide feasible and reliable technical approaches for online detection and evaluation on the structural performance of CFRP components.
碳纤维增强聚合物(CFRP)复合材料在工业领域的广泛应用,使得基于光纤传感技术开发一种用于评估运行中CFRP复合材料结构性能的快速检测方法的需求大增。因此,探讨了基于光纤布拉格光栅(FBG)监测信息评估CFRP板疲劳抗性的有效性和可靠性。通过串联裸FBG和串联封装准分布式FBG监测了CFRP板在等幅疲劳载荷下关键位置的应变响应。通过统计分析和疲劳寿命预测理论评估了CFRP板的结构性能和疲劳抗性特征。通过有限元建模分析验证了试验和分析结果的有效性和准确性。与基于大规模破坏性试验评估结构疲劳性能的传统方法相比,该方法显著提高了检测效率,实现了结构服役性能的无损快速在线评估。研究表明,所设计的FBG传感器能够有效监测CFRP板在疲劳载荷下的应变响应,相关疲劳算法可为CFRP构件结构性能的在线检测与评估提供可行可靠的技术途径。