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...
| Main Authors: | , |
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| Format: | Article |
| Language: | English |
| Published: |
Vilnius University Press
2021-06-01
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| Series: | Lietuvos Matematikos Rinkinys |
| Subjects: | |
| Online Access: | https://www.journals.vu.lt/LMR/article/view/24243 |
| _version_ | 1819062681015943168 |
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| author | Vytautas Kleiza Jonas Kleiza |
| author_facet | Vytautas Kleiza Jonas Kleiza |
| author_sort | Vytautas Kleiza |
| collection | DOAJ |
| description | 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 necessary to identify coordinates of cross-section stiffness centre, direction of principal axes, and coordinates of specific points regarding principal axes. Having this information and equation which is valid for stress calculation of bending multilayer beams it is possible to identify normal stress values at any point of the beam cross section under skew bending. It is deduced that stress values and the nature of their changes are influenced by the shape of beam cross-section, its asymmetry degree, and the direction of appliedmoment. |
| first_indexed | 2024-12-21T15:02:38Z |
| format | Article |
| id | doaj.art-92b44347b0dc47059f7c505cb7346567 |
| institution | Directory Open Access Journal |
| issn | 0132-2818 2335-898X |
| language | English |
| last_indexed | 2024-12-21T15:02:38Z |
| publishDate | 2021-06-01 |
| publisher | Vilnius University Press |
| record_format | Article |
| series | Lietuvos Matematikos Rinkinys |
| spelling | doaj.art-92b44347b0dc47059f7c505cb73465672022-12-21T18:59:33ZengVilnius University PressLietuvos Matematikos Rinkinys0132-28182335-898X2021-06-0147spec.10.15388/LMR.2007.24243Stress calculation method of bending multilayer structural element when bending moment acts in the planes that do not coincident with principal planesVytautas Kleiza 0Jonas Kleiza1Kaunas University of TechnologyVilnius Gediminas Technical UniversityThis 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 necessary to identify coordinates of cross-section stiffness centre, direction of principal axes, and coordinates of specific points regarding principal axes. Having this information and equation which is valid for stress calculation of bending multilayer beams it is possible to identify normal stress values at any point of the beam cross section under skew bending. It is deduced that stress values and the nature of their changes are influenced by the shape of beam cross-section, its asymmetry degree, and the direction of appliedmoment.https://www.journals.vu.lt/LMR/article/view/24243multilayer beambending stiffnessskew bending |
| spellingShingle | Vytautas Kleiza Jonas Kleiza Stress calculation method of bending multilayer structural element when bending moment acts in the planes that do not coincident with principal planes Lietuvos Matematikos Rinkinys multilayer beam bending stiffness skew bending |
| title | Stress calculation method of bending multilayer structural element when bending moment acts in the planes that do not coincident with principal planes |
| title_full | Stress calculation method of bending multilayer structural element when bending moment acts in the planes that do not coincident with principal planes |
| title_fullStr | Stress calculation method of bending multilayer structural element when bending moment acts in the planes that do not coincident with principal planes |
| title_full_unstemmed | Stress calculation method of bending multilayer structural element when bending moment acts in the planes that do not coincident with principal planes |
| title_short | Stress calculation method of bending multilayer structural element when bending moment acts in the planes that do not coincident with principal planes |
| title_sort | stress calculation method of bending multilayer structural element when bending moment acts in the planes that do not coincident with principal planes |
| topic | multilayer beam bending stiffness skew bending |
| url | https://www.journals.vu.lt/LMR/article/view/24243 |
| work_keys_str_mv | AT vytautaskleiza stresscalculationmethodofbendingmultilayerstructuralelementwhenbendingmomentactsintheplanesthatdonotcoincidentwithprincipalplanes AT jonaskleiza stresscalculationmethodofbendingmultilayerstructuralelementwhenbendingmomentactsintheplanesthatdonotcoincidentwithprincipalplanes |