Applying Artificial Intelligence to Improve on-Site non-Destructive Concrete Compressive Strength Tests
博士 === 國立高雄科技大學 === 土木工程系 === 107 === In the construction field, Non –Destructive Testing (NDT) methods are used to inspect the compressive strength of concrete because they are easy to carry and economical. The two popular NDT methods are Rebound Hammer (RH) test and Ultrasonic Pulse Velocity (UPV)...
Main Authors: | , |
---|---|
Other Authors: | |
Format: | Others |
Language: | en_US |
Published: |
2019
|
Online Access: | http://ndltd.ncl.edu.tw/handle/938qa7 |
id |
ndltd-TW-107NKUS0015082 |
---|---|
record_format |
oai_dc |
spelling |
ndltd-TW-107NKUS00150822019-11-30T06:09:25Z http://ndltd.ncl.edu.tw/handle/938qa7 Applying Artificial Intelligence to Improve on-Site non-Destructive Concrete Compressive Strength Tests 應用人工智慧提高現場非破壞性混凝土抗壓強度試驗 NGO TU QUYNH LOAN 吳秀瓊鸞 博士 國立高雄科技大學 土木工程系 107 In the construction field, Non –Destructive Testing (NDT) methods are used to inspect the compressive strength of concrete because they are easy to carry and economical. The two popular NDT methods are Rebound Hammer (RH) test and Ultrasonic Pulse Velocity (UPV) test. However, the estimated results from RH test give a large percentage of error when comparing with the results from using destructive testing methods; and for UPV testing method, the estimated results are not quite accurate. In this study, different artificial neural network models are applied to the on-site Silver Schmidt RH and UPV tests to fully investigate the effect of various artificial intelligence models and their parameters on the prediction results. Data from on-site beam of concrete are collected to develop and validate the models. The research results deliver valuable insides when using RH and UPV tests in addition with Artificial Neural Network (ANN), Support Vector Machine (SVM) and Adaptive Neural Fuzzy Inference System (ANFIS). In this research, data of NDT methods of 98 concrete samples are collected in an on-site residential building by a local material laboratory. The Artificial Intelligence (AI) prediction models are developed then validated using these data from the laboratory. As a result, AI prediction models give more precise results than statistical regression models do. The research results show significant enhancement when using RH and UPV tests with the application of ANNs, SVM and ANFIS to estimate concrete compressive strength. YU, REN- WANG 王裕仁 2019 學位論文 ; thesis 105 en_US |
collection |
NDLTD |
language |
en_US |
format |
Others
|
sources |
NDLTD |
description |
博士 === 國立高雄科技大學 === 土木工程系 === 107 === In the construction field, Non –Destructive Testing (NDT) methods are used to inspect the compressive strength of concrete because they are easy to carry and economical. The two popular NDT methods are Rebound Hammer (RH) test and Ultrasonic Pulse Velocity (UPV) test. However, the estimated results from RH test give a large percentage of error when comparing with the results from using destructive testing methods; and for UPV testing method, the estimated results are not quite accurate. In this study, different artificial neural network models are applied to the on-site Silver Schmidt RH and UPV tests to fully investigate the effect of various artificial intelligence models and their parameters on the prediction results. Data from on-site beam of concrete are collected to develop and validate the models. The research results deliver valuable insides when using RH and UPV tests in addition with Artificial Neural Network (ANN), Support Vector Machine (SVM) and Adaptive Neural Fuzzy Inference System (ANFIS). In this research, data of NDT methods of 98 concrete samples are collected in an on-site residential building by a local material laboratory. The Artificial Intelligence (AI) prediction models are developed then validated using these data from the laboratory. As a result, AI prediction models give more precise results than statistical regression models do. The research results show significant enhancement when using RH and UPV tests with the application of ANNs, SVM and ANFIS to estimate concrete compressive strength.
|
author2 |
YU, REN- WANG |
author_facet |
YU, REN- WANG NGO TU QUYNH LOAN 吳秀瓊鸞 |
author |
NGO TU QUYNH LOAN 吳秀瓊鸞 |
spellingShingle |
NGO TU QUYNH LOAN 吳秀瓊鸞 Applying Artificial Intelligence to Improve on-Site non-Destructive Concrete Compressive Strength Tests |
author_sort |
NGO TU QUYNH LOAN |
title |
Applying Artificial Intelligence to Improve on-Site non-Destructive Concrete Compressive Strength Tests |
title_short |
Applying Artificial Intelligence to Improve on-Site non-Destructive Concrete Compressive Strength Tests |
title_full |
Applying Artificial Intelligence to Improve on-Site non-Destructive Concrete Compressive Strength Tests |
title_fullStr |
Applying Artificial Intelligence to Improve on-Site non-Destructive Concrete Compressive Strength Tests |
title_full_unstemmed |
Applying Artificial Intelligence to Improve on-Site non-Destructive Concrete Compressive Strength Tests |
title_sort |
applying artificial intelligence to improve on-site non-destructive concrete compressive strength tests |
publishDate |
2019 |
url |
http://ndltd.ncl.edu.tw/handle/938qa7 |
work_keys_str_mv |
AT ngotuquynhloan applyingartificialintelligencetoimproveonsitenondestructiveconcretecompressivestrengthtests AT wúxiùqióngluán applyingartificialintelligencetoimproveonsitenondestructiveconcretecompressivestrengthtests AT ngotuquynhloan yīngyòngréngōngzhìhuìtígāoxiànchǎngfēipòhuàixìnghùnníngtǔkàngyāqiángdùshìyàn AT wúxiùqióngluán yīngyòngréngōngzhìhuìtígāoxiànchǎngfēipòhuàixìnghùnníngtǔkàngyāqiángdùshìyàn |
_version_ |
1719299803393818624 |