707
Views
2
CrossRef citations to date
0
Altmetric
Research Article

Estimating the weight and the failure load of a spaghetti bridge: a deep learning approach

ORCID Icon, , &
Pages 875-884 | Received 05 Nov 2018, Accepted 22 Oct 2019, Published online: 19 Nov 2019
 

ABSTRACT

In this article, the ability of estimating the weight and the failure load of a structure through image processing has been investigated. To this end, the well-known civil engineering practice, spaghetti bridge, has been used as a test structure. To set up uniform experiments and to simplify the construction process, only 2 dimensional bridges were considered. By defining the failure load as the load that breaks the bridge, in the process of construction and testing, only bridges that were broken have been added to the database. The developed database was employed to train and validate the artificial neural network with three hidden layers particularly designed for this research. Four different activation functions were tested. The results obtained from Logistic sigmoid activation function were comparatively better. The designed artificial neural network was optimised through genetic algorithm. The benefit of using genetic algorithm was that several solutions were obtained. The artificial neural network with the lowest error for both training and validation data was selected. The results indicate that it is possible to estimate the weight and the failure load of a bridge with an acceptable degree of accuracy just by using the image of the bridge.

Acknowledgments

The authors would like to thank Professor Derviş Z. Deniz for his valuable comments and suggestions that helped to improve this study and Dr. Ismaeil Fazel for his careful reading and editing recommendations that has improved the text of the article.

Disclosure statement

No potential conflict of interest was reported by the authors.

Supplementary material

Supplemental data for this article can be accessed here.

Reprints and Corporate Permissions

Please note: Selecting permissions does not provide access to the full text of the article, please see our help page How do I view content?

To request a reprint or corporate permissions for this article, please click on the relevant link below:

Academic Permissions

Please note: Selecting permissions does not provide access to the full text of the article, please see our help page How do I view content?

Obtain permissions instantly via Rightslink by clicking on the button below:

If you are unable to obtain permissions via Rightslink, please complete and submit this Permissions form. For more information, please visit our Permissions help page.