Detail publikačního výsledku

Thin-walled open-profile composite beams under thermo-mechanical loading

KUČERA, P.; KONDRATIEV, A.; PÍŠTĚK, V.; TARANENKO, I.; NABOKINA, T.; KAPLAN, Z.

Originální název

Thin-walled open-profile composite beams under thermo-mechanical loading

Anglický název

Thin-walled open-profile composite beams under thermo-mechanical loading

Druh

Článek WoS

Originální abstrakt

Thin-walled composite beams of complex sectional contour are widely used along with the traditional elements of reinforced structures. Based on the generalized theory of elasticity of thin-walled beams, the mathematical model of flexural–torsional deformation of open-profile thin-walled composite beams of non-uniform cross section under thermo-mechanical loading has been developed. To confirm the reliability of developed approach to determination of the spatial displacements of thin-walled composite beams of non-uniform cross section, several experimental studies were conducted. Based on the analysis of the range of typical profiles, for the further analysis we selected several compound cross sections for which the analytical dependences were obtained regarding displacements of their characteristic points. Our studies can serve as a base for development of the practical recommendations for the optimal designing and manufacturing of thin-walled anisotropic profiles, as well as proposing the measures to reduce the value of deformations caused by the production process.

Anglický abstrakt

Thin-walled composite beams of complex sectional contour are widely used along with the traditional elements of reinforced structures. Based on the generalized theory of elasticity of thin-walled beams, the mathematical model of flexural–torsional deformation of open-profile thin-walled composite beams of non-uniform cross section under thermo-mechanical loading has been developed. To confirm the reliability of developed approach to determination of the spatial displacements of thin-walled composite beams of non-uniform cross section, several experimental studies were conducted. Based on the analysis of the range of typical profiles, for the further analysis we selected several compound cross sections for which the analytical dependences were obtained regarding displacements of their characteristic points. Our studies can serve as a base for development of the practical recommendations for the optimal designing and manufacturing of thin-walled anisotropic profiles, as well as proposing the measures to reduce the value of deformations caused by the production process.

Klíčová slova

Flexural–torsional deformation; Buckling; Residual deformations; Compound contour; Corner profile

Klíčová slova v angličtině

Flexural–torsional deformation; Buckling; Residual deformations; Compound contour; Corner profile

Autoři

KUČERA, P.; KONDRATIEV, A.; PÍŠTĚK, V.; TARANENKO, I.; NABOKINA, T.; KAPLAN, Z.

Rok RIV

2024

Vydáno

21.02.2023

Nakladatel

Elsevier

ISSN

1879-1085

Periodikum

COMPOSITE STRUCTURES

Svazek

312

Číslo

116844

Stát

Spojené království Velké Británie a Severního Irska

Strany od

1

Strany do

14

Strany počet

14

URL

https://www.sciencedirect.com/science/article/pii/S0263822323001885

BibTex

@article{BUT183039,
  author="Pavel {Kučera} and Andrii {Kondratiev} and Václav {Píštěk} and Igor {Taranenko} and Tetyana {Nabokina} and Zdeněk {Kaplan}",
  title="Thin-walled open-profile composite beams under thermo-mechanical loading",
  journal="COMPOSITE STRUCTURES",
  year="2023",
  volume="312",
  number="116844",
  pages="1--14",
  doi="10.1016/j.compstruct.2023.116844",
  issn="0263-8223",
  url="https://www.sciencedirect.com/science/article/pii/S0263822323001885"
}