Application of DKMQ24 shell element for twist of thin-walled beams: Comparison with Vlassov theory

Imam Jauhari Maknun; Irwan Katili; Olivier Millet; Aziz Hamdouni

doi:10.1080/15502287.2016.1231240

Application of DKMQ24 shell element for twist of thin-walled beams: Comparison with Vlassov theory

Imam Jauhari Maknun, Irwan Katili, Olivier Millet, Aziz Hamdouni

Department of Civil Engineering

Research output: Contribution to journal › Article › peer-review

28 Citations (Scopus)

Abstract

This article presents the application of DKMQ24 shell element for twist of thin-walled beams. This element passed the patch tests for membrane, bending and shear problems and gave fine results for plate and shell problems analysis without shear locking. Thin-walled cantilever beams are analyzed using this element. DKMQ24 gives good results for cantilever beams with open cross-section for a very few number of element. Moreover, the comparison of the results obtained with Vlassov analytical solution enables to evaluate the accuracy of the twist rigidity, J_d, which depends on an empirical coefficient in Vlassov theory.

Original language	English
Pages (from-to)	391-400
Number of pages	10
Journal	International Journal for Computational Methods in Engineering Science and Mechanics
Volume	17
Issue number	5-6
DOIs	https://doi.org/10.1080/15502287.2016.1231240
Publication status	Published - 1 Nov 2016

Keywords

DKMQ24
Vlassov
shell
thin-walled beam
twist
twist rigidity

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10.1080/15502287.2016.1231240

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abstract = "This article presents the application of DKMQ24 shell element for twist of thin-walled beams. This element passed the patch tests for membrane, bending and shear problems and gave fine results for plate and shell problems analysis without shear locking. Thin-walled cantilever beams are analyzed using this element. DKMQ24 gives good results for cantilever beams with open cross-section for a very few number of element. Moreover, the comparison of the results obtained with Vlassov analytical solution enables to evaluate the accuracy of the twist rigidity, Jd, which depends on an empirical coefficient in Vlassov theory.",

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AU - Millet, Olivier

AU - Hamdouni, Aziz

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N2 - This article presents the application of DKMQ24 shell element for twist of thin-walled beams. This element passed the patch tests for membrane, bending and shear problems and gave fine results for plate and shell problems analysis without shear locking. Thin-walled cantilever beams are analyzed using this element. DKMQ24 gives good results for cantilever beams with open cross-section for a very few number of element. Moreover, the comparison of the results obtained with Vlassov analytical solution enables to evaluate the accuracy of the twist rigidity, Jd, which depends on an empirical coefficient in Vlassov theory.

AB - This article presents the application of DKMQ24 shell element for twist of thin-walled beams. This element passed the patch tests for membrane, bending and shear problems and gave fine results for plate and shell problems analysis without shear locking. Thin-walled cantilever beams are analyzed using this element. DKMQ24 gives good results for cantilever beams with open cross-section for a very few number of element. Moreover, the comparison of the results obtained with Vlassov analytical solution enables to evaluate the accuracy of the twist rigidity, Jd, which depends on an empirical coefficient in Vlassov theory.

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Application of DKMQ24 shell element for twist of thin-walled beams: Comparison with Vlassov theory

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Keywords

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