STABILITY CALCULATION OF ROD ELEMENTS OF SOLID-WALL ARCHES BY THE FLEXURAL-TORSIONAL FORM
Journal Title: Architecture and Engineering - Year 2017, Vol 2, Issue 2
Abstract
The work considers main, most significant scientific works on study of the stability of rods with the curved axis; the issue of the subject matter investigation is examined. A procedure for determining the spatial displacements of curvilinear rods during the elastic work of the material is proposed. An for the assessment of the stress-strain behavior of the rod element with the curved axis by the criterion of fibrous yield is given. As the algorithm illustration, an example is given of selecting a section of a steel arch.
Authors and Affiliations
Dmitrii Urazgildeev, Grigorii Beliy
Keywords
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- EP ID EP353701
- DOI 10.23968/2500-0055-2017-2-2-37-42
- Views 78
- Downloads 0
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