Evaluation of machine learning method on predicting shear strength of reinforced concrete beams with and without shear reinforcements

This study investigates the application of machine learning (ML) techniques to enhance the accuracy of shear strength prediction in reinforced concrete (RC) beams. Traditional design codes, such as ACI 318-14 and Eurocode 2 (EC2), often provide conservative estimates due to their reliance on empiric...

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Main Author: Ang, Shao Shen
Other Authors: Li Bing
Format: Final Year Project
Language:English
Published: Nanyang Technological University 2024
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Online Access:https://hdl.handle.net/10356/181647
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Institution: Nanyang Technological University
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spelling sg-ntu-dr.10356-1816472024-12-13T15:35:57Z Evaluation of machine learning method on predicting shear strength of reinforced concrete beams with and without shear reinforcements Ang, Shao Shen Li Bing School of Civil and Environmental Engineering CBLi@ntu.edu.sg Engineering This study investigates the application of machine learning (ML) techniques to enhance the accuracy of shear strength prediction in reinforced concrete (RC) beams. Traditional design codes, such as ACI 318-14 and Eurocode 2 (EC2), often provide conservative estimates due to their reliance on empirical models that fail to capture the intricate, nonlinear relationships between critical parameters like shear span-to-depth ratio, effective depth, and reinforcement configuration. To address this limitation, we trained multiple ML algorithms, including Ridge Regression, K-Nearest Neighbours (KNN), Gaussian Process Regression (GPR), Support Vector Regression (SVR), and Random Forest, on a comprehensive dataset of 775 experimental observations encompassing both stirrup-reinforced and unreinforced beams. The results demonstrate that machine learning (ML) models, specifically Extra Trees (ET) for beams with stirrups and Random Forest (RF) for beams without stirrups, significantly outperformed traditional methods. These ML models achieved prediction errors below 20% in most cases, while the ACI and EC2 codes exhibited average errors exceeding 30%. Although ACI generally showed better accuracy for beams with stirrups, and EC2 performed better for beams without stirrups, both codes often underestimated the actual behaviour, leading to conservative designs that may be inefficient. The study concludes that ML models offer a promising avenue for more accurate and efficient reinforced concrete (RC) beam design. By capturing complex relationships between variables that conventional models may overlook, ML can enhance the precision and safety of RC structures. Integrating ML into structural design practices has the potential to reduce material usage and costs. However, further validation with larger datasets and careful consideration of safety margins are essential before widespread adoption.. Bachelor's degree 2024-12-12T11:54:21Z 2024-12-12T11:54:21Z 2024 Final Year Project (FYP) Ang, S. S. (2024). Evaluation of machine learning method on predicting shear strength of reinforced concrete beams with and without shear reinforcements. Final Year Project (FYP), Nanyang Technological University, Singapore. https://hdl.handle.net/10356/181647 https://hdl.handle.net/10356/181647 en application/pdf Nanyang Technological University
institution Nanyang Technological University
building NTU Library
continent Asia
country Singapore
Singapore
content_provider NTU Library
collection DR-NTU
language English
topic Engineering
spellingShingle Engineering
Ang, Shao Shen
Evaluation of machine learning method on predicting shear strength of reinforced concrete beams with and without shear reinforcements
description This study investigates the application of machine learning (ML) techniques to enhance the accuracy of shear strength prediction in reinforced concrete (RC) beams. Traditional design codes, such as ACI 318-14 and Eurocode 2 (EC2), often provide conservative estimates due to their reliance on empirical models that fail to capture the intricate, nonlinear relationships between critical parameters like shear span-to-depth ratio, effective depth, and reinforcement configuration. To address this limitation, we trained multiple ML algorithms, including Ridge Regression, K-Nearest Neighbours (KNN), Gaussian Process Regression (GPR), Support Vector Regression (SVR), and Random Forest, on a comprehensive dataset of 775 experimental observations encompassing both stirrup-reinforced and unreinforced beams. The results demonstrate that machine learning (ML) models, specifically Extra Trees (ET) for beams with stirrups and Random Forest (RF) for beams without stirrups, significantly outperformed traditional methods. These ML models achieved prediction errors below 20% in most cases, while the ACI and EC2 codes exhibited average errors exceeding 30%. Although ACI generally showed better accuracy for beams with stirrups, and EC2 performed better for beams without stirrups, both codes often underestimated the actual behaviour, leading to conservative designs that may be inefficient. The study concludes that ML models offer a promising avenue for more accurate and efficient reinforced concrete (RC) beam design. By capturing complex relationships between variables that conventional models may overlook, ML can enhance the precision and safety of RC structures. Integrating ML into structural design practices has the potential to reduce material usage and costs. However, further validation with larger datasets and careful consideration of safety margins are essential before widespread adoption..
author2 Li Bing
author_facet Li Bing
Ang, Shao Shen
format Final Year Project
author Ang, Shao Shen
author_sort Ang, Shao Shen
title Evaluation of machine learning method on predicting shear strength of reinforced concrete beams with and without shear reinforcements
title_short Evaluation of machine learning method on predicting shear strength of reinforced concrete beams with and without shear reinforcements
title_full Evaluation of machine learning method on predicting shear strength of reinforced concrete beams with and without shear reinforcements
title_fullStr Evaluation of machine learning method on predicting shear strength of reinforced concrete beams with and without shear reinforcements
title_full_unstemmed Evaluation of machine learning method on predicting shear strength of reinforced concrete beams with and without shear reinforcements
title_sort evaluation of machine learning method on predicting shear strength of reinforced concrete beams with and without shear reinforcements
publisher Nanyang Technological University
publishDate 2024
url https://hdl.handle.net/10356/181647
_version_ 1819112985347489792