Dang Van Thuong et al 2018a - Revision history

Scipediacontent at 15:30, 21 January 2021

2021-01-21T15:30:10Z

Scipediacontent: Scipediacontent moved page Draft Content 353518089 to Dang Van Thuong et al 2018a

2020-09-29T07:57:12Z

Scipediacontent moved page Draft Content 353518089 to Dang Van Thuong et al 2018a

Scipediacontent: Created page with " == Abstract == Hydraulic steel structures, especially lock gates play a significant role in keeping navigation traffic uninterrupted. After a few decades of operation, many..."

2020-09-29T07:57:10Z

Created page with " == Abstract == Hydraulic steel structures, especially lock gates play a significant role in keeping navigation traffic uninterrupted. After a few decades of operation, many..."

New page

== Abstract ==

Hydraulic steel structures, especially lock gates play a significant role in keeping navigation traffic uninterrupted. After a few decades of operation, many of the welded joints may suffer various degrees of deterioration, primarily due to fatigue. To economically combining crack inspection with a scheduled maintenance of the movable parts of the gate, it is valuable to predict inspection time of the welded joints using the historical operations of the gate, i.e. the variation of water levels. Updating failure probability of welded joint is mature in the offshore industry, but it is rarely applied for inland navigation lock gates where the contribution to fatigue failure comes from the variation of water pressures during operation of the lock gates. The scope of this paper is to predict the inspection time of a welded joint using the observed water levels from the operational history. The updating of the failure probability is done for three inspection techniques, considering annual probability and repair decisions. The results show the effects of critical annual probability and the probability of detections (PODs) on the update failure probability for a welded joint.

Document type: Part of book or chapter of book

== Full document ==
<pdf>Media:Draft_Content_353518089-beopen10562-1351-document.pdf</pdf>

== Original document ==

The different versions of the original document can be found in:

* [https://orbi.uliege.be/bitstream/2268/226412/1/ThuongVanDANG_Abstract.pdf https://orbi.uliege.be/bitstream/2268/226412/1/ThuongVanDANG_Abstract.pdf]

* [https://orbi.uliege.be/handle/2268/224734 https://orbi.uliege.be/handle/2268/224734]

* [https://orbi.uliege.be/handle/2268/226412 https://orbi.uliege.be/handle/2268/226412]

* [http://link.springer.com/content/pdf/10.1007/978-3-030-13980-3_29 http://link.springer.com/content/pdf/10.1007/978-3-030-13980-3_29],[http://dx.doi.org/10.1007/978-3-030-13980-3_29 http://dx.doi.org/10.1007/978-3-030-13980-3_29] under the license http://www.springer.com/tdm

* [https://orbi.uliege.be/handle/2268/226412 https://orbi.uliege.be/handle/2268/226412],[https://link.springer.com/chapter/10.1007%2F978-3-030-13980-3_29 https://link.springer.com/chapter/10.1007%2F978-3-030-13980-3_29],[https://academic.microsoft.com/#/detail/2805860014 https://academic.microsoft.com/#/detail/2805860014]

@@ Line 2: / Line 2: @@
 == Abstract ==
-Hydraulic steel structures, especially lock gates play a significant role in keeping navigation traffic uninterrupted. After a few decades of operation, many of the welded joints may suffer various degrees of deterioration, primarily due to fatigue. To economically combining crack inspection with a scheduled maintenance of the movable parts of the gate, it is valuable to predict inspection time of the welded joints using the historical operations of the gate, i.e. the variation of water levels. Updating failure probability of welded joint is mature in the offshore industry, but it is rarely applied for inland navigation lock gates where the contribution to fatigue failure comes from the variation of water pressures during operation of the lock gates. The scope of this paper is to predict the inspection time of a welded joint using the observed water levels from the operational history. The updating of the failure probability is done for three inspection techniques, considering annual probability and repair decisions. The results show the effects of critical annual probability and the probability of detections (PODs) on the update failure probability for a welded joint.
+Hydraulic steel structures, especially lock gates play a significant role in keeping navigation traffic uninterrupted. After a few decades of operation, many of the welded joints may suffer various degrees of deterioration, primarily due to fatigue. To economically combining crack inspection with a scheduled maintenance of the movable parts of the gate, it is valuable to predict inspection time of the welded joints using the historical operations of the gate, i.e. the variation of water levels. Updating failure probability of welded joint is mature in the offshore industry, but it is rarely applied for inland navigation lock gates where the contribution to fatigue failure comes from the variation of water pressures during operation of the lock gates. The scope of this paper is to predict the inspection time of a welded joint using the observed water levels from the operational history. The updating of the failure probability is done for three inspection techniques, considering annual probability and repair decisions. The results show the effects of critical annual probability and the probability of detections (PODs) on the update failure probability for a welded joint. Peer reviewed
-−
-Document type: Part of book or chapter of book
-−
-== Full document ==
-<pdf>Media:Draft_Content_353518089-beopen10562-1351-document.pdf</pdf>
@@ Line 15: / Line 10: @@
 * [https://orbi.uliege.be/bitstream/2268/226412/1/ThuongVanDANG_Abstract.pdf https://orbi.uliege.be/bitstream/2268/226412/1/ThuongVanDANG_Abstract.pdf]
 * [https://orbi.uliege.be/handle/2268/226412 https://orbi.uliege.be/handle/2268/226412]
-* [http://link.springer.com/content/pdf/10.1007/978-3-030-13980-3_29 http://link.springer.com/content/pdf/10.1007/978-3-030-13980-3_29],[http://dx.doi.org/10.1007/978-3-030-13980-3_29 http://dx.doi.org/10.1007/978-3-030-13980-3_29] under the license http://www.springer.com/tdm
+* [http://link.springer.com/content/pdf/10.1007/978-3-030-13980-3_29 http://link.springer.com/content/pdf/10.1007/978-3-030-13980-3_29],
-* [https://orbi.uliege.be/handle/2268/226412 https://orbi.uliege.be/handle/2268/226412],[https://link.springer.com/chapter/10.1007%2F978-3-030-13980-3_29 https://link.springer.com/chapter/10.1007%2F978-3-030-13980-3_29],[https://academic.microsoft.com/#/detail/2805860014 https://academic.microsoft.com/#/detail/2805860014]
+* [https://orbi.uliege.be/handle/2268/226412 https://orbi.uliege.be/handle/2268/226412],

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