Engineering Analysis Methods for Hydraulic Shell Structures with Infill

Abstract:

The article examines the history of development and state-of-the-art of the design theory of structures of filled shells delivered in “Civil Engineering” specialist, MSc, and postgraduate engineering disciplines courses. The analysis of the engineering design methods based on the theory of shells propositions has been performed. Structural numerical model field of application expansion has been proved. The obtained parameters and proposed methods can be used in numerical simulations using finite element method to analyze and design the thin shell structures with soil infill. The propositions reflecting state-of-the-art of the design theory of the structures under consideration have been set; their place in the logic of delivering engineering disciplines taught to civil engineering students has been designated.

• Periodical: Solid State Phenomena (Volume 265)
• Pages: 779-784
• DOI: https://doi.org/10.4028/www.scientific.net/SSP.265.779
• Online since: September 2017
• Authors: N.Ya. Tsimbelman, T.I. Chernova*, T.E. Shalaya
• Keywords: Experimental Studies, Ground Infill, Mathematical Model, Parameters of a Computational Model, Proof-of-Concept Setting, Thin Shell Design

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