About design of thin-walled open-cross profile constructions of composite material

Mathematics. Physics. Mechanics


Аuthors

Kurdumov N. N.

Moscow Aviation Institute (National Research University), 4, Volokolamskoe shosse, Moscow, А-80, GSP-3, 125993, Russia

e-mail: nick.n.kurdyumov@gmail.com

Abstract

The problem about composite loading of a thin-wall design of the open structure(profile), asymmetrical on geometrical and stiffness to the characteristics is reviewed. Adopted in this work the computational scheme is lower the solution allows to refuse a hypothesis about absence of shift in a middle surface adopted V.Z. Vlasov [2]. As in reduced activity the system of authorizing equations is constructed, which one has some differences from known equations of V.Z. Vlasov a rule (situation,position) of a point also is determined, concerning which one there is a turn of cross-section, and which one in the given activity and is hereinafter called as center of rotation.


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