电邮这篇文章 Geometrically Nonlinear Buckling Stability Analysis of Axially Loaded Underground Pipelines
- 作者: Rashidov T.R.1, An E.V.1
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隶属关系:
- Institute of Mechanics and Seismic Stability of Buildings, UAS
- 期: 卷 54, 编号 2 (2017)
- 页面: 76-80
- 栏目: Soil Mechanics
- URL: https://journals.rcsi.science/0038-0741/article/view/244086
- DOI: https://doi.org/10.1007/s11204-017-9437-5
- ID: 244086
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详细
The paper presents an analysis of buckling stability of underground engineering life-support systems, located in water-saturated soils. Analytical and numerical(FEM) solutions are presented and shown to agree well. The influence of soil rheological properties, as well as pipeline geometrical and mechanical parameters on the system dynamic stability, was numerically simulated.
作者简介
T. Rashidov
Institute of Mechanics and Seismic Stability of Buildings, UAS
Email: smfe@mail.ru
乌兹别克斯坦, Tashkent
E. An
Institute of Mechanics and Seismic Stability of Buildings, UAS
Email: smfe@mail.ru
乌兹别克斯坦, Tashkent
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