On the computation of the warping function and the torsional properties of thin-walled crosssections of prismatic beams

Siegfried Eilering

On the computation of the warping function and the torsional properties of thin-walled crosssections of prismatic beams

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On the computation of the warping function and the torsional properties of thin-walled crosssections of prismatic beams. / Eilering, Siegfried.
In: Bauingenieur, Vol. 80, No. 3, 03.2005, p. 142-150.

Research output: Journal contributions › Journal articles › Research › peer-review

Bibtex

@article{835116fb0af34971a9918e92e9714cd0,

title = "On the computation of the warping function and the torsional properties of thin-walled crosssections of prismatic beams",

abstract = "In the present paper a procedure is shown on the basis of the finite element method with which for arbitrary thin-walled cross-sections the warping function and the torsional properties, dependent on it, relevant with spatial beams can be determined. In this case it does not play any role, whether the cross-section shows an open, a closed or a mixed open-closed structure. By means of an example with a mixed open-closed cross-section with only a single cell a numerical comparison is carried out between the results of a finite element analysis with simple line elements and those of more precise plane elements. A further example contributes to the verification of the procedure for cross-sections with more than one closed cell. {\textcopyright} 2005, VDI Fachmedien GmBbH & Co.. All rights reserved.",

keywords = "Engineering",

author = "Siegfried Eilering",

year = "2005",

month = mar,

language = "English",

volume = "80",

pages = "142--150",

journal = "Bauingenieur",

issn = "0005-6650",

publisher = "VDI Fachmedien",

number = "3",

}

RIS

TY - JOUR

T1 - On the computation of the warping function and the torsional properties of thin-walled crosssections of prismatic beams

AU - Eilering, Siegfried

PY - 2005/3

Y1 - 2005/3

N2 - In the present paper a procedure is shown on the basis of the finite element method with which for arbitrary thin-walled cross-sections the warping function and the torsional properties, dependent on it, relevant with spatial beams can be determined. In this case it does not play any role, whether the cross-section shows an open, a closed or a mixed open-closed structure. By means of an example with a mixed open-closed cross-section with only a single cell a numerical comparison is carried out between the results of a finite element analysis with simple line elements and those of more precise plane elements. A further example contributes to the verification of the procedure for cross-sections with more than one closed cell. © 2005, VDI Fachmedien GmBbH & Co.. All rights reserved.

AB - In the present paper a procedure is shown on the basis of the finite element method with which for arbitrary thin-walled cross-sections the warping function and the torsional properties, dependent on it, relevant with spatial beams can be determined. In this case it does not play any role, whether the cross-section shows an open, a closed or a mixed open-closed structure. By means of an example with a mixed open-closed cross-section with only a single cell a numerical comparison is carried out between the results of a finite element analysis with simple line elements and those of more precise plane elements. A further example contributes to the verification of the procedure for cross-sections with more than one closed cell. © 2005, VDI Fachmedien GmBbH & Co.. All rights reserved.

KW - Engineering

UR - https://www.scopus.com/inward/record.uri?eid=2-s2.0-30344457247&partnerID=40&md5=99cd389a5899528eb450cd76ad38927a

M3 - Journal articles

VL - 80

SP - 142

EP - 150

JO - Bauingenieur

JF - Bauingenieur

SN - 0005-6650

IS - 3

ER -