Failure mode classification for reinforced concrete members using data-driven approaches
This study aims to classify images of reinforced concrete (RC) structures by examining characteristic crack patterns associated with specific failure modes in RC columns, beams, and walls. Post-classification, shear strength equations are employed to determine the shear force to predicted shear stre...
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Nanyang Technological University
2023
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sg-ntu-dr.10356-1724832023-12-15T15:35:13Z Failure mode classification for reinforced concrete members using data-driven approaches Ong, Billy Li Bing School of Civil and Environmental Engineering CBLi@ntu.edu.sg Engineering::Civil engineering This study aims to classify images of reinforced concrete (RC) structures by examining characteristic crack patterns associated with specific failure modes in RC columns, beams, and walls. Post-classification, shear strength equations are employed to determine the shear force to predicted shear strength ratio (m), utilizing various parameters obtained from the collected database. The study explores the probabilistic distribution characteristics of not only the ratio (m) but also other crucial parameters (ρvfyv, ρlfy, L/d, and P). The findings offer valuable insights into the likely failure modes of RC structures, enhancing our understanding of structural behaviour and providing essential information for structural assessment and maintenance. Bachelor of Engineering (Civil) 2023-12-13T04:14:41Z 2023-12-13T04:14:41Z 2023 Final Year Project (FYP) Ong, B. (2023). Failure mode classification for reinforced concrete members using data-driven approaches. Final Year Project (FYP), Nanyang Technological University, Singapore. https://hdl.handle.net/10356/172483 https://hdl.handle.net/10356/172483 en application/pdf Nanyang Technological University |
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Engineering::Civil engineering Ong, Billy Failure mode classification for reinforced concrete members using data-driven approaches |
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This study aims to classify images of reinforced concrete (RC) structures by examining characteristic crack patterns associated with specific failure modes in RC columns, beams, and walls. Post-classification, shear strength equations are employed to determine the shear force to predicted shear strength ratio (m), utilizing various parameters obtained from the collected database. The study explores the probabilistic distribution characteristics of not only the ratio (m) but also other crucial parameters (ρvfyv, ρlfy, L/d, and P). The findings offer valuable insights into the likely failure modes of RC structures, enhancing our understanding of structural behaviour and providing essential information for structural assessment and maintenance. |
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Li Bing |
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Li Bing Ong, Billy |
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Final Year Project |
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Ong, Billy |
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Ong, Billy |
title |
Failure mode classification for reinforced concrete members using data-driven approaches |
title_short |
Failure mode classification for reinforced concrete members using data-driven approaches |
title_full |
Failure mode classification for reinforced concrete members using data-driven approaches |
title_fullStr |
Failure mode classification for reinforced concrete members using data-driven approaches |
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Failure mode classification for reinforced concrete members using data-driven approaches |
title_sort |
failure mode classification for reinforced concrete members using data-driven approaches |
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Nanyang Technological University |
publishDate |
2023 |
url |
https://hdl.handle.net/10356/172483 |
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1787136823632330752 |