GBT formulation to analyse the behaviour of thin-walled members with variable cross-section: Fid-Bau Portal

Fachinformationsdienst BAUdigital

A platform for research: civil engineering, architecture and urbanism

GBT formulation to analyse the behaviour of thin-walled members with variable cross-section

Nedelcu, Mihai

AbstractThe generalised beam theory (GBT) provides a general solution for the linear/non-linear analysis of prismatic thin-walled structures, using bar elements capable of describing the cross-section rigid-body motions and distortions. Nowadays GBT is fully developed for thin-walled members having a large variety of constant cross-sections. This paper provides the extension of GBT for the special case of thin-walled members with variable open cross-section and the limits of its applicability.This offers a new analysis method for structures as box shaped bridges, beams, pylons of variable cross-section, conical shell towers, hyperbolic towers, etc. Regarding the 2nd order analysis, the effect of pre-buckling shear stresses is neglected.

Access

Check availability in my library

Order at Subito €

Page navigation

Document information

Export, share and cite

GBT formulation to analyse the behaviour of thin-walled members with variable cross-section

Nedelcu, Mihai

AbstractThe generalised beam theory (GBT) provides a general solution for the linear/non-linear analysis of prismatic thin-walled structures, using bar elements capable of describing the cross-section rigid-body motions and distortions. Nowadays GBT is fully developed for thin-walled members having a large variety of constant cross-sections. This paper provides the extension of GBT for the special case of thin-walled members with variable open cross-section and the limits of its applicability.This offers a new analysis method for structures as box shaped bridges, beams, pylons of variable cross-section, conical shell towers, hyperbolic towers, etc. Regarding the 2nd order analysis, the effect of pre-buckling shear stresses is neglected.

GBT formulation to analyse the behaviour of thin-walled members with variable cross-section

Nedelcu, Mihai

AbstractThe generalised beam theory (GBT) provides a general solution for the linear/non-linear analysis of prismatic thin-walled structures, using bar elements capable of describing the cross-section rigid-body motions and distortions. Nowadays GBT is fully developed for thin-walled members having a large variety of constant cross-sections. This paper provides the extension of GBT for the special case of thin-walled members with variable open cross-section and the limits of its applicability.This offers a new analysis method for structures as box shaped bridges, beams, pylons of variable cross-section, conical shell towers, hyperbolic towers, etc. Regarding the 2nd order analysis, the effect of pre-buckling shear stresses is neglected.

Access

Check availability in my library

Order at Subito €

Page navigation

Document information

Export, share and cite

Document information

Title:

GBT formulation to analyse the behaviour of thin-walled members with variable cross-section

Contributors:

Nedelcu, Mihai (author)

Published in:

Thin-Walled Structures ; 48 ; 629-638

Publication date:

2010-03-05

Size:

10 pages

ISSN:

DOI:

https://doi.org/10.1016/j.tws.2010.03.001

Type of media:

Article (Journal)

Type of material:

Electronic Resource

Language:

English

Keywords:

GBT , Variable cross-section , Thin-walled bars , Elastic buckling analysis

Similar titles

GBT formulation to analyse the behaviour of thin-walled members with variable cross-section

Nedelcu, Mihai | Online Contents | 2010

GBT formulation to analyse the buckling behaviour of thin-walled members with arbitrarily ‘branched’ open cross-sections

Dinis, P.B. / Camotim, D. / Silvestre, N. | Elsevier | 2005

GBT formulation to analyse the buckling behaviour of thin-walled members with arbitrarily ‘branched’ open cross-sections

Dinis, P.B. | Online Contents | 2006

Free vibration analysis of thin-walled members with variable thickness cross section

Ohga, M. / Takao, H. / Shigematsu, T. et al. | British Library Conference Proceedings | 1995

GBT formulation to analyse the first-order and buckling behaviour of thin-walled members with arbitrary cross-sections

Gonçalves, R. | Online Contents | 2009