Curved composite beam with interlayer slip loaded by radial load

Elastic two-layer curved composite beam with partial shear interaction is considered. It is assumed that each curved layer separately follows the Euler-Bernoulli hypothesis and the load slip relation for the flexible shear connection is a linear relationship. The curved composite beam at one of the...

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Bibliographic Details
Main Authors: Ecsedi István, Lengyel Ákos József
Format: Article
Language:English
Published: De Gruyter 2015-01-01
Series:Curved and Layered Structures
Subjects:
Online Access:http://www.degruyter.com/view/j/cls.2015.2.issue-1/cls-2015-0004/cls-2015-0004.xml?format=INT