To the computation of the torsion shear stresses and warping shear coefficients at straight thin-walled bars

Siegfried Eilering

To the computation of the torsion shear stresses and warping shear coefficients at straight thin-walled bars

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

Standard

To the computation of the torsion shear stresses and warping shear coefficients at straight thin-walled bars. / Eilering, Siegfried.
In: Bauingenieur, Vol. 80, No. 11, 11.2005, p. 491-498.

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

Bibtex

@article{419cf56ce01046f880d2d5d17786bb59,

title = "To the computation of the torsion shear stresses and warping shear coefficients at straight thin-walled bars",

abstract = "Firstly it is shown that at thin-walled closed cross sections the shear stresses uniformly distributed over the wall thickness as a part of the primary torsion shear stresses can be determined without detour about the computation of the torsion shear flows. Secondly a form of the displacement method is presented, with which the secondary torsion shear stresses can be determined numerically based. And thirdly a comfortable summation formula is developed to the computation of the warping shear coefficients. At all formulations it is not more necessary to distinguish between open, one or multiple closed and mixed open-closed cross-sections. Because of their simple formalism they are especially suited for programming. {\textcopyright} 2005, VDI Fachmedien GmBbH & Co.. All rights reserved.",

keywords = "Engineering",

author = "Siegfried Eilering",

year = "2005",

month = nov,

language = "English",

volume = "80",

pages = "491--498",

journal = "Bauingenieur",

issn = "0005-6650",

publisher = "VDI Verlag GmbH & Co. KG",

number = "11",

}

RIS

TY - JOUR

T1 - To the computation of the torsion shear stresses and warping shear coefficients at straight thin-walled bars

AU - Eilering, Siegfried

PY - 2005/11

Y1 - 2005/11

N2 - Firstly it is shown that at thin-walled closed cross sections the shear stresses uniformly distributed over the wall thickness as a part of the primary torsion shear stresses can be determined without detour about the computation of the torsion shear flows. Secondly a form of the displacement method is presented, with which the secondary torsion shear stresses can be determined numerically based. And thirdly a comfortable summation formula is developed to the computation of the warping shear coefficients. At all formulations it is not more necessary to distinguish between open, one or multiple closed and mixed open-closed cross-sections. Because of their simple formalism they are especially suited for programming. © 2005, VDI Fachmedien GmBbH & Co.. All rights reserved.

AB - Firstly it is shown that at thin-walled closed cross sections the shear stresses uniformly distributed over the wall thickness as a part of the primary torsion shear stresses can be determined without detour about the computation of the torsion shear flows. Secondly a form of the displacement method is presented, with which the secondary torsion shear stresses can be determined numerically based. And thirdly a comfortable summation formula is developed to the computation of the warping shear coefficients. At all formulations it is not more necessary to distinguish between open, one or multiple closed and mixed open-closed cross-sections. Because of their simple formalism they are especially suited for programming. © 2005, VDI Fachmedien GmBbH & Co.. All rights reserved.

KW - Engineering

UR - https://www.scopus.com/inward/record.uri?eid=2-s2.0-30344443572&partnerID=40&md5=ee2f867afe152408dfe3250835461dbb

M3 - Journal articles

VL - 80

SP - 491

EP - 498

JO - Bauingenieur

JF - Bauingenieur

SN - 0005-6650

IS - 11

ER -