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contributor authorWei Wang
contributor authorPeng Shi
contributor authorHonghu Chu
contributor authorLu Deng
contributor authorBanfu Yan
date accessioned2022-01-30T22:41:41Z
date available2022-01-30T22:41:41Z
date issued1/1/2021
identifier other(ASCE)BE.1943-5592.0001655.pdf
identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4269427
description abstractAccurately obtaining the stress of steel components is of great importance for the condition assessment of civil structures. Currently, methods for structure stress detection have some drawbacks such as the capability of obtaining structural stress increment rather than the total stress, causing structural damage, and high cost. To overcome these drawbacks, a deep learning framework for total stress detection of steel components is proposed and its feasibility is illustrated with an example. First, the adopted deep neural network is briefly introduced, followed by the introduction of the dataset preparation. In order to maximize the stress detection accuracy, parameter analysis was conducted and the mean average precision achieved by the well-trained model for detection of the stresses under consideration is 89.67%. The robustness of the trained model was further examined and the procedures for application of the proposed approach were summarized. The presented method provides a new idea to detect the total stress of structure components that is difficult to obtain with a traditional sensor-based method.
publisherASCE
titleDeep Learning Framework for Total Stress Detection of Steel Components
typeJournal Paper
journal volume26
journal issue1
journal titleJournal of Bridge Engineering
identifier doi10.1061/(ASCE)BE.1943-5592.0001655
journal fristpage04020113
journal lastpage04020113-11
page11
treeJournal of Bridge Engineering:;2021:;Volume ( 026 ):;issue: 001
contenttypeFulltext


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