Bifurcation loads of beams of glued-laminated timber with intermediate lateral supports

Siegfried Eilering

Bifurcation loads of beams of glued-laminated timber with intermediate lateral supports

Research output: Journal contributions › Journal articles › Research

Standard

Bifurcation loads of beams of glued-laminated timber with intermediate lateral supports. / Eilering, Siegfried.
In: Bauingenieur, Vol. 81, No. 11, 2006, p. 488 – 495.

Research output: Journal contributions › Journal articles › Research

Bibtex

@article{27d95de1fffa4c7285c0d2b4a8e41527,

title = "Bifurcation loads of beams of glued-laminated timber with intermediate lateral supports",

abstract = "In the present paper bifurcation loads of beams of glued-laminated timber with intermediate lateral supports at the upper chord are determined by means of the finite element method. The main objective of the considerations is to be shown, how negative moment effects due to elastic restraints at the ends the critical loads influence. The computations are restricted in this case to uniform loads which act in height of the upper chord. Based on the calculated critical loads the design for lateral torsional buckling of continuous beams, elements of frames, and beams with bracket can be determined according to DIN 1052 more precisely and more safeguarded. {\textcopyright} 2006, VDI Fachmedien GmBbH & Co.. All rights reserved.",

keywords = "Engineering",

author = "Siegfried Eilering",

year = "2006",

language = "English",

volume = "81",

pages = "488 – 495",

journal = "Bauingenieur",

issn = "0005-6650",

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

number = "11",

}

RIS

TY - JOUR

T1 - Bifurcation loads of beams of glued-laminated timber with intermediate lateral supports

AU - Eilering, Siegfried

PY - 2006

Y1 - 2006

N2 - In the present paper bifurcation loads of beams of glued-laminated timber with intermediate lateral supports at the upper chord are determined by means of the finite element method. The main objective of the considerations is to be shown, how negative moment effects due to elastic restraints at the ends the critical loads influence. The computations are restricted in this case to uniform loads which act in height of the upper chord. Based on the calculated critical loads the design for lateral torsional buckling of continuous beams, elements of frames, and beams with bracket can be determined according to DIN 1052 more precisely and more safeguarded. © 2006, VDI Fachmedien GmBbH & Co.. All rights reserved.

AB - In the present paper bifurcation loads of beams of glued-laminated timber with intermediate lateral supports at the upper chord are determined by means of the finite element method. The main objective of the considerations is to be shown, how negative moment effects due to elastic restraints at the ends the critical loads influence. The computations are restricted in this case to uniform loads which act in height of the upper chord. Based on the calculated critical loads the design for lateral torsional buckling of continuous beams, elements of frames, and beams with bracket can be determined according to DIN 1052 more precisely and more safeguarded. © 2006, VDI Fachmedien GmBbH & Co.. All rights reserved.

KW - Engineering

UR - https://www.scopus.com/inward/record.uri?eid=2-s2.0-34548777257&partnerID=40&md5=1b627289fa0ea8437e9d713b58c95455

M3 - Journal articles

VL - 81

SP - 488

EP - 495

JO - Bauingenieur

JF - Bauingenieur

SN - 0005-6650

IS - 11

ER -