2024-03-29T10:01:19Z
https://kitami-it.repo.nii.ac.jp/oai
oai:kitami-it.repo.nii.ac.jp:00006693
2022-12-13T02:20:00Z
7:15:45
Concrete Durability Assessment for Scaling by Reliability Theory
Hiroshi, SAKURAI
33751
Koichi, AYUTA
33752
Noboru, SAEKI
33753
Aketo, SUZUKI
33754
Yoshio, FUJITA
33755
Hiroshi, SAKURAI
33756
Koichi, AYUTA
33757
Noboru, SAEKI
33758
Aketo, SUZUKI
33759
Yoshio, FUJITA
33760
application/pdf
The proper prediction of concrete deterioration is important for estimating and evaluating the service life of concrete structures and for maintaining and managing them. It is necessary to establish the limit of deterioration in management (the deterioration limit) and understand the probability of exceeding that limit. In this study, the introduction of reliability theory to predict and evaluate concrete deterioration was tried in order to determine if it could be used for these purposes, predicting surface scaling, which is a typical form of surface deterioration of concrete structures located in cold regions and an important factor in the maintenance of the beauty of value-added concrete structures, and the deterioration of cover concrete of steel.
departmental bulletin paper
北見工業大学
1993-01
application/pdf
北見工業大学研究報告
2
24
123
131
https://kitami-it.repo.nii.ac.jp/record/6693/files/24-2-3.pdf
eng