On Finite Deformations of Spatially Curved Bisymmetric Thin-Walled Rods-Reference-Cited by-同舟云学术

On Finite Deformations of Spatially Curved Bisymmetric Thin-Walled Rods

Published:2016-03-01 Issue:1 Volume:62 Page:25-36
ISSN:1230-2945
Container-title:Archives of Civil Engineering
language:
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Author:

Bijak R.¹,Kołodziej G.²

Affiliation:

1. 1DSc., Kielce University of Technology, Faculty of Civil Engineering and Architecture, Al. 1000-lecia PP 7, 25-314 Kielce, Poland

2. 2MSc., Kyotec Group, Batalionu Platerówek 3, 03-308 Warsaw. Poland

Abstract

Abstract Deriving the formulas for strain components, we are assuming, that cross-section of a rod being rotated in space during deformation does not need to be perpendicular to deformed centroid line. This not a quite intuitive assumption allows for more compact and easier formulas for strain tensor or equilibrium equations. Derived transformations between actual and initial coordinate system, components of strain tensor and virtual works principle for investigated spatially curved beams of bisymmetric cross-section are shown in this paper. Conformity with other models from referenced literature is also shown.

Publisher

Walter de Gruyter GmbH

Subject

Civil and Structural Engineering

Link

https://content.sciendo.com/downloadpdf/journals/ace/62/1/article-p25.xml

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