Surface-Mounted Distributed Fiber Optic Sensor Measurements, and Concrete Damaged Plasticity Modeling for Damage Analysis of Reinforced Concrete Beams
Paper
Paper/Presentation Title | Surface-Mounted Distributed Fiber Optic Sensor Measurements, and Concrete Damaged Plasticity Modeling for Damage Analysis of Reinforced Concrete Beams |
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Presentation Type | Paper |
Authors | Jayawickrema, U. M. N. (Author), Kumar, A. S. (Author), Herath, H. M. C. M. (Author), Hettiarachchi, N. K. (Author), Sooriyaarachchi, H. P. (Author) and Epaarachchi, J. A. (Author) |
Journal or Proceedings Title | Proceedings of the ASME 2021 Conference on Smart Materials, Adaptive Structures and Intelligent Systems (SMASIS2021) |
Article Number | SMASIS2021-67524 |
Number of Pages | 7 |
Year | 2021 |
Place of Publication | United States |
ISBN | 9780791885499 |
Digital Object Identifier (DOI) | https://doi.org/10.1115/SMASIS2021-67524 |
Web Address (URL) of Paper | https://asmedigitalcollection.asme.org/SMASIS/proceedings-abstract/SMASIS2021/85499/V001T08A002/1122688 |
Web Address (URL) of Conference Proceedings | https://asmedigitalcollection.asme.org/SMASIS/SMASIS2021/volume/85499 |
Conference/Event | ASME 2021 Conference on Smart Materials, Adaptive Structures and Intelligent Systems (SMASIS2021) |
Event Details | ASME 2021 Conference on Smart Materials, Adaptive Structures and Intelligent Systems (SMASIS2021) Parent Annual ASME Conference on Smart Materials, Adaptive Structures and Intelligent Systems (SMASIS) Delivery Online Event Location United States and Online |
Abstract | Structural health monitoring (SHM) has become an integral part of essential and costly to replace infrastructures such as bridges and buildings which degrade during their lifetime. Understanding the structural behaviour of these infrastructures is critical for assuring their structural integrity and safe operating conditions. In this study, the structural performance of a reinforced concrete beam was examined under flexural loading. Distributed optical fibre sensor (DOFS) was attached to the beam's bottom surface, and Optical Backscattered Reflectometry (OBR) technology was used to measure the surface strain. A three-point bending test was performed, and the sensor responses were acquired. Unusual high strain peaks were observed at the bottom surface of the beam due to the formation of hairline cracks. Subsequently, the Concrete Damaged Plasticity (CDP) based Finite Element Analysis (FEA) was performed to simulate the plastic behaviour of concrete beam using ABAQUS 2019 commercial software. The FEA results have strong agreement with the strain pattern observed from the DOFS. Therefore, DOFS and CDP technique based FEA can be successfully used to investigate the plastic damage pattern inside the concrete beam and distributed sensing demonstrates a greater capacity for long-term monitoring of the structural health of concrete structures. |
Keywords | Concrete damaged plasticity; Damage prediction; Distributed optical fibre sensing; Reinforced concrete structures; Strain measurement; Structural health monitoring |
Contains Sensitive Content | Does not contain sensitive content |
ANZSRC Field of Research 2020 | 401706. Numerical modelling and mechanical characterisation |
400599. Civil engineering not elsewhere classified | |
401799. Mechanical engineering not elsewhere classified | |
Public Notes | Files associated with this item cannot be displayed due to copyright restrictions |
Virtual conference. | |
Institution of Origin | University of Southern Queensland |
Byline Affiliations | Centre for Future Materials |
Centre for Future Materials | |
Uva Wellassa University of Sri Lanka, Sri Lanka | |
University of Ruhuna, Sri Lanka |
https://research.usq.edu.au/item/q72x9/surface-mounted-distributed-fiber-optic-sensor-measurements-and-concrete-damaged-plasticity-modeling-for-damage-analysis-of-reinforced-concrete-beams
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