Quantitative Deterioration Assessment of Road Bridge Decks Based on Site Inspected Cracks

Quantitative Deterioration Assessment of Road Bridge Decks Based on Site Inspected Cracks

By integrating a multi-scale simulation with the pseudo-cracking method, the remaining fatigue life of in-service reinforced concrete (RC) bridge decks can be estimated based upon their site-inspected crack patterns. But, it still takes time for computation. In order to achieve a quick deterioration...

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Bibliographic Details
Main Authors: Eissa Fathalla, Yasushi Tanaka, Koichi Maekawa, Akito Sakurai
Format: Article
Language:English
Published: MDPI AG 2018-07-01
Series:Applied Sciences
Subjects:
artificial intelligence
data assimilation
fatigue
bridge decks
pseudo-cracking
Online Access:http://www.mdpi.com/2076-3417/8/7/1197

Internet

http://www.mdpi.com/2076-3417/8/7/1197

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