التفاصيل البيبلوغرافية
العنوان: |
Development of method for calculation of pre-strained steel cylindrical sheaths in view of the winding angle, pitch and thickness |
المؤلفون: |
Ulzhan Ibraimova, Nurlan Zhangabay, Timur Tursunkululy, Murat Rakhimov, Serik Dossybekov, Alexandr Kolesnikov, Galymzhan Karshyga, Nurbek Tengebayev, Nazgul Zhirenbayeva, Yury Liseitsev |
المصدر: |
Case Studies in Construction Materials, Vol 19, Iss , Pp e02233- (2023) |
بيانات النشر: |
Elsevier, 2023. |
سنة النشر: |
2023 |
المجموعة: |
LCC:Materials of engineering and construction. Mechanics of materials |
مصطلحات موضوعية: |
Prestress, Concrete base, Aboveground cylindrical shells, Calculation method, Wrapping, Winding thickness, Materials of engineering and construction. Mechanics of materials, TA401-492 |
الوصف: |
This paper sets out the findings of an investigation on the development of a method for calculating aboveground pre-strained cylindrical sheaths, in view of design parameters: the winding angle, pitch and thickness on a concrete base, as a result of which a new expression was obtained. The analysis of the obtained expression showed that the winding thickness variation from 4 mm to 6 mm at the angle of helix of 90º, the value of the strained state parameter (k) varies from 1.3 % to 4.64 %, similar increases in the value of k were obtained with an increase in thickness and at angles of helix of 60º and 75º, where the value of k increased by 0.94–3.82 % and 1.12–4.56 %, respectively. The findings also showed that as the winding thickness increases, the value of k increases independently at different winding angles and pitches. A similar analysis was performed with a variation in the pitch, but with respect to the winding thickness and angle, where the value of k also varies in terms of the winding pitch ranging from 2.61 % to 18.59 % depending on the specific case, and the analysis of the angle of helix showed a variation in the value of k ranging from 0.37 % to 5.24 %. The findings of the variant analysis showed the practicality of the expression obtained, which affords ground for obtaining the required value of the strained state parameter for a particular specific case without carrying out lengthy calculations, which may explicitly supplement the investigations formerly pursued in this course. |
نوع الوثيقة: |
article |
وصف الملف: |
electronic resource |
اللغة: |
English |
تدمد: |
2214-5095 |
Relation: |
http://www.sciencedirect.com/science/article/pii/S2214509523004138; https://doaj.org/toc/2214-5095 |
DOI: |
10.1016/j.cscm.2023.e02233 |
URL الوصول: |
https://doaj.org/article/812a8c54caf741eb8505997f81ebaf6f |
رقم الانضمام: |
edsdoj.812a8c54caf741eb8505997f81ebaf6f |
قاعدة البيانات: |
Directory of Open Access Journals |