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A platform for research: civil engineering, architecture and urbanism
Geometrically Nonlinear Buckling Stability Analysis of Axially Loaded Underground Pipelines
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.
Geometrically Nonlinear Buckling Stability Analysis of Axially Loaded Underground Pipelines
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.
Geometrically Nonlinear Buckling Stability Analysis of Axially Loaded Underground Pipelines
Rashidov, T. R. (author) / An, E. V. (author)
2017
Article (Journal)
English
Local classification TIB:
770/6545/8000
BKL:
56.20
Ingenieurgeologie, Bodenmechanik
Geometrically Nonlinear Buckling Stability Analysis of Axially Loaded Underground Pipelines
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