Bifurcation loads of circular curved beams of glued-laminated timber with continuous lateral support

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Bifurcation loads of circular curved beams of glued-laminated timber with continuous lateral support. / Eilering, Siegfried.
in: Bautechnik, Jahrgang 83, Nr. 12, 01.12.2006, S. 845-853.

Publikation: Beiträge in ZeitschriftenZeitschriftenaufsätzeForschungbegutachtet

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@article{c7d25db92fb1427a8685687317760a0e,
title = "Bifurcation loads of circular curved beams of glued-laminated timber with continuous lateral support",
abstract = "On the basis of the energy me thod in connection with the static stability criterion a specific finite element formulation is developed with which bifurcation loads of curved beams of glued-laminated timber can be determined easily. Because of the small numeric effort this procedure is excellently suitable for parameter studies. Extensive single investigations on the basis of two or three-dimensional finite element models become normally superfluous. In the last part of the paper the results of a study are presented at circular curved beams of glued-laminated timber. On condition of a continuous lateral support at the upper chord bifurcation loads are determined and presented graphically. {\textcopyright} Ernst & Sohn Verlag f{\"u}r Architektur und technische Wissenschaften GmbH & Co. KG.",
keywords = "Construction engineering and architecture",
author = "Siegfried Eilering",
year = "2006",
month = dec,
day = "1",
doi = "10.1002/bate.200610074",
language = "English",
volume = "83",
pages = "845--853",
journal = "Bautechnik",
issn = "0932-8351",
publisher = "Verlag Ernst & Sohn",
number = "12",

}

RIS

TY - JOUR

T1 - Bifurcation loads of circular curved beams of glued-laminated timber with continuous lateral support

AU - Eilering, Siegfried

PY - 2006/12/1

Y1 - 2006/12/1

N2 - On the basis of the energy me thod in connection with the static stability criterion a specific finite element formulation is developed with which bifurcation loads of curved beams of glued-laminated timber can be determined easily. Because of the small numeric effort this procedure is excellently suitable for parameter studies. Extensive single investigations on the basis of two or three-dimensional finite element models become normally superfluous. In the last part of the paper the results of a study are presented at circular curved beams of glued-laminated timber. On condition of a continuous lateral support at the upper chord bifurcation loads are determined and presented graphically. © Ernst & Sohn Verlag für Architektur und technische Wissenschaften GmbH & Co. KG.

AB - On the basis of the energy me thod in connection with the static stability criterion a specific finite element formulation is developed with which bifurcation loads of curved beams of glued-laminated timber can be determined easily. Because of the small numeric effort this procedure is excellently suitable for parameter studies. Extensive single investigations on the basis of two or three-dimensional finite element models become normally superfluous. In the last part of the paper the results of a study are presented at circular curved beams of glued-laminated timber. On condition of a continuous lateral support at the upper chord bifurcation loads are determined and presented graphically. © Ernst & Sohn Verlag für Architektur und technische Wissenschaften GmbH & Co. KG.

KW - Construction engineering and architecture

UR - https://www.mendeley.com/catalogue/662eba8e-78a8-3f91-b8d4-a5cee0f6ae18/

U2 - 10.1002/bate.200610074

DO - 10.1002/bate.200610074

M3 - Journal articles

VL - 83

SP - 845

EP - 853

JO - Bautechnik

JF - Bautechnik

SN - 0932-8351

IS - 12

ER -

DOI