Structural Health Monitoring in Composite Cracked Curved beam using its vibration signature

Abstract

The findings of this study indicate that the proposed methodology effectively captures the linear dynamic response of curved cracked beams under fixed-free boundary conditions. The integration of experimental validation, numerical simulations, and advanced computational techniques demonstrates a significant advancement in the field of structural health monitoring and damage detection. In conclusion, this newlineresearch not only provides valuable insights into the dynamic behavior of curved cracked beams but also establishes a comprehensive framework for future investigations in structural integrity assessments. The combined use of DQM, FEM, FIS, ANN, and ANFIS presents a versatile approach that can be applied to various engineering structures, enhancing safety and reliability in real-world applications. This work paves the way for more informed decision-making in the maintenance and design of structural systems subjected to fatigue and damage. newline newline