Vibration-Based Damage Prediction in Composite Concrete–Steel Structures Using Finite Elements
The prediction of structural damage through vibrational analysis is a critical task in the field of composite structures. Structural defects and damage can negatively influence the load-carrying capacity of the beam. Therefore, detecting structural damage early is essential to preventing catastrophi...
Saved in:
| Main Authors: | , , , , |
|---|---|
| Format: | Article |
| Language: | English |
| Published: |
MDPI AG
2025-01-01
|
| Series: | Buildings |
| Subjects: | |
| Online Access: | https://www.mdpi.com/2075-5309/15/2/200 |
| Tags: |
Add Tag
No Tags, Be the first to tag this record!
|
| _version_ | 1832588871728103424 |
|---|---|
| author | Mario D. Cedeño-Rodríguez Sergio J. Yanez Erick I. Saavedra-Flores Carlos Felipe Guzmán Juan Carlos Pina |
| author_facet | Mario D. Cedeño-Rodríguez Sergio J. Yanez Erick I. Saavedra-Flores Carlos Felipe Guzmán Juan Carlos Pina |
| author_sort | Mario D. Cedeño-Rodríguez |
| collection | DOAJ |
| description | The prediction of structural damage through vibrational analysis is a critical task in the field of composite structures. Structural defects and damage can negatively influence the load-carrying capacity of the beam. Therefore, detecting structural damage early is essential to preventing catastrophic failures. This study addresses the challenge of predicting damage in composite concrete–steel beams using a vibration-based finite element approach. To tackle this complex task, a finite element model to a quasi-static analysis emulating a four-point pure bending experimental test was performed. Notably, the numerical model equations were carefully modified using the Newton–Raphson method to account for the stiffness degradation resulting from material strains. These modified equations were subsequently employed in a modal analysis to compute modal shapes and natural frequencies corresponding to the stressed state. The difference between initial and damaged modal shape curvatures served as the foundation for predicting a damage index. The approach effectively captured stiffness degradation in the model, leading to observable changes in modal responses, including a reduction in natural frequencies and variations in modal shapes. This enabled the accurate prediction of damage instances during construction, service, or accidental load scenarios, thereby enhancing the structural and operational safety of composite system designs. This research contributes to the advancement of vibration-based methods for damage detection, emphasizing the complexities in characterizing damage in composite structural geometries. Further exploration and refinement of this approach are essential for the precise classification of damage types. |
| format | Article |
| id | doaj-art-eaec6916ee654a28a85a795e2e46af7b |
| institution | Kabale University |
| issn | 2075-5309 |
| language | English |
| publishDate | 2025-01-01 |
| publisher | MDPI AG |
| record_format | Article |
| series | Buildings |
| spelling | doaj-art-eaec6916ee654a28a85a795e2e46af7b2025-01-24T13:26:08ZengMDPI AGBuildings2075-53092025-01-0115220010.3390/buildings15020200Vibration-Based Damage Prediction in Composite Concrete–Steel Structures Using Finite ElementsMario D. Cedeño-Rodríguez0Sergio J. Yanez1Erick I. Saavedra-Flores2Carlos Felipe Guzmán3Juan Carlos Pina4Civil Engineering Department, Faculty of Engineering, University of Santiago of Chile (USACH), Santiago 9170022, ChileCivil Engineering Department, Faculty of Engineering, University of Santiago of Chile (USACH), Santiago 9170022, ChileCivil Engineering Department, Faculty of Engineering, University of Santiago of Chile (USACH), Santiago 9170022, ChileCivil Engineering Department, Faculty of Engineering, University of Santiago of Chile (USACH), Santiago 9170022, ChileCivil Engineering Department, Faculty of Engineering, University of Santiago of Chile (USACH), Santiago 9170022, ChileThe prediction of structural damage through vibrational analysis is a critical task in the field of composite structures. Structural defects and damage can negatively influence the load-carrying capacity of the beam. Therefore, detecting structural damage early is essential to preventing catastrophic failures. This study addresses the challenge of predicting damage in composite concrete–steel beams using a vibration-based finite element approach. To tackle this complex task, a finite element model to a quasi-static analysis emulating a four-point pure bending experimental test was performed. Notably, the numerical model equations were carefully modified using the Newton–Raphson method to account for the stiffness degradation resulting from material strains. These modified equations were subsequently employed in a modal analysis to compute modal shapes and natural frequencies corresponding to the stressed state. The difference between initial and damaged modal shape curvatures served as the foundation for predicting a damage index. The approach effectively captured stiffness degradation in the model, leading to observable changes in modal responses, including a reduction in natural frequencies and variations in modal shapes. This enabled the accurate prediction of damage instances during construction, service, or accidental load scenarios, thereby enhancing the structural and operational safety of composite system designs. This research contributes to the advancement of vibration-based methods for damage detection, emphasizing the complexities in characterizing damage in composite structural geometries. Further exploration and refinement of this approach are essential for the precise classification of damage types.https://www.mdpi.com/2075-5309/15/2/200finite element methoddamage predictioncomposite structuresvibration-based damage |
| spellingShingle | Mario D. Cedeño-Rodríguez Sergio J. Yanez Erick I. Saavedra-Flores Carlos Felipe Guzmán Juan Carlos Pina Vibration-Based Damage Prediction in Composite Concrete–Steel Structures Using Finite Elements Buildings finite element method damage prediction composite structures vibration-based damage |
| title | Vibration-Based Damage Prediction in Composite Concrete–Steel Structures Using Finite Elements |
| title_full | Vibration-Based Damage Prediction in Composite Concrete–Steel Structures Using Finite Elements |
| title_fullStr | Vibration-Based Damage Prediction in Composite Concrete–Steel Structures Using Finite Elements |
| title_full_unstemmed | Vibration-Based Damage Prediction in Composite Concrete–Steel Structures Using Finite Elements |
| title_short | Vibration-Based Damage Prediction in Composite Concrete–Steel Structures Using Finite Elements |
| title_sort | vibration based damage prediction in composite concrete steel structures using finite elements |
| topic | finite element method damage prediction composite structures vibration-based damage |
| url | https://www.mdpi.com/2075-5309/15/2/200 |
| work_keys_str_mv | AT mariodcedenorodriguez vibrationbaseddamagepredictionincompositeconcretesteelstructuresusingfiniteelements AT sergiojyanez vibrationbaseddamagepredictionincompositeconcretesteelstructuresusingfiniteelements AT erickisaavedraflores vibrationbaseddamagepredictionincompositeconcretesteelstructuresusingfiniteelements AT carlosfelipeguzman vibrationbaseddamagepredictionincompositeconcretesteelstructuresusingfiniteelements AT juancarlospina vibrationbaseddamagepredictionincompositeconcretesteelstructuresusingfiniteelements |