Stress calculation method of bending multilayer structural element when bending moment acts in the planes that do not coincident with principal planes

This paper presents stress calculationmethod of bending multilayer structural element when bending moment acts in the planes that do not coincident with principal planes, and cross section is symmetric or asymmetric. Carrying the computation of occurring stress values in multilayer beam layers it is...

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Bibliographic Details
Main Authors: Vytautas Kleiza, Jonas Kleiza
Format: Article
Language:English
Published: Vilnius University Press 2021-06-01
Series:Lietuvos Matematikos Rinkinys
Subjects:
Online Access:https://www.journals.vu.lt/LMR/article/view/24243