Vertical Cylindrical Tank With Angular Geometrical Imperfection
Author(s): |
Yevgeny Gorochov
Vladimir Muschanov Alexander Kulik Alexander Tsyplukhin |
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Medium: | journal article |
Language(s): | Latvian |
Published in: | Journal of Civil Engineering and Management, September 2005, n. 3, v. 11 |
Page(s): | 175-183 |
DOI: | 10.3846/13923730.2005.9636348 |
Abstract: |
In this paper the results of experimental research are given for the stress and strain state of a near seam zone. The research is executed on large‐scale model of a zone of vertical cylindrical tank assembly connection with a geometrical imperfection. As a result, the dependence is received between values of the basic stress, which take place in a tank wall of the ideal form, and local stress, which arise in a seam zone. It is proved by experiments that when the ring stress achieves value 100 mPa, then the local stress in a near seam zone achieves the stress of 280–300 mPa. Hence, they exceed three times their major importance. These stress values are coordinated satisfactorily to the data, which are received by a theoretical way. |
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10363314 - Published on:
12/08/2019 - Last updated on:
12/08/2019