Buckling analysis of thin-walled sections by semi-analytical Mindlin–Reissner finite strips: A treatment of drilling rotation problem: Fid-Bau Portal

Fachinformationsdienst BAUdigital

A platform for research: civil engineering, architecture and urbanism

Buckling analysis of thin-walled sections by semi-analytical Mindlin–Reissner finite strips: A treatment of drilling rotation problem

Bui, H.C. / Rondal, J.

AbstractDrilling rotation problem may arise if the Mindlin–Reissner plate theory is adopted to develop the semi-analytical finite strip method for the analysis of thin-walled sections. Through the introduction of a fictitious in-plane shear strain in the standard deformation–displacement relation of the Mindlin–Reissner plate theory, a drilling rotation is added. This strategy is applied for 2-nodal, 3-nodal and 4-nodal line strips in dealing with buckling problems of thin-walled sections. Numerical results show the potential of the proposed technique.

Access

Check availability in my library

Order at Subito €

Page navigation

Document information

Export, share and cite

Buckling analysis of thin-walled sections by semi-analytical Mindlin–Reissner finite strips: A treatment of drilling rotation problem

Bui, H.C. / Rondal, J.

AbstractDrilling rotation problem may arise if the Mindlin–Reissner plate theory is adopted to develop the semi-analytical finite strip method for the analysis of thin-walled sections. Through the introduction of a fictitious in-plane shear strain in the standard deformation–displacement relation of the Mindlin–Reissner plate theory, a drilling rotation is added. This strategy is applied for 2-nodal, 3-nodal and 4-nodal line strips in dealing with buckling problems of thin-walled sections. Numerical results show the potential of the proposed technique.

Buckling analysis of thin-walled sections by semi-analytical Mindlin–Reissner finite strips: A treatment of drilling rotation problem

Bui, H.C. / Rondal, J.

AbstractDrilling rotation problem may arise if the Mindlin–Reissner plate theory is adopted to develop the semi-analytical finite strip method for the analysis of thin-walled sections. Through the introduction of a fictitious in-plane shear strain in the standard deformation–displacement relation of the Mindlin–Reissner plate theory, a drilling rotation is added. This strategy is applied for 2-nodal, 3-nodal and 4-nodal line strips in dealing with buckling problems of thin-walled sections. Numerical results show the potential of the proposed technique.

Access

Check availability in my library

Order at Subito €

Page navigation

Document information

Export, share and cite

Document information

Title:

Buckling analysis of thin-walled sections by semi-analytical Mindlin–Reissner finite strips: A treatment of drilling rotation problem

Contributors:

Bui, H.C. (author) / Rondal, J. (author)

Published in:

Thin-Walled Structures ; 46 ; 646-652

Publication date:

2007-12-13

Size:

7 pages

ISSN:

DOI:

https://doi.org/10.1016/j.tws.2007.12.003

Type of media:

Article (Journal)

Type of material:

Electronic Resource

Language:

English

Keywords:

Finite strip , In-plane rotation , Drilling rotation , Buckling analysis , Mindlin–Reissner plate theory

Similar titles

Buckling of thin-walled members analyzed by Mindlin-Reissner finite strip

Cuong, B.H. | British Library Online Contents | 2013

Buckling analysis of thin-walled sections under localised loading using the semi-analytical finite strip method

Hancock, Gregory J. / Pham, Cao Hung | Elsevier | 2014

Buckling analysis of thin-walled sections under localised loading using the semi-analytical finite strip method

Hancock, Gregory J | Online Contents | 2015

Shear-corrected Reissner-Mindlin plate model

Freund, J. | British Library Online Contents | 2019

Buckling and post-buckling of delaminated Reissner–Mindlin panels subjected to hygro-thermal-mechanical multi-field loading

Xia, Fei / Xue, Jianghong / He, Zanhang et al. | Elsevier | 2021