A rational procedure for modelling imperfections in advanced analysis of frames with locally unstable members. (November 2015)
- Record Type:
- Journal Article
- Title:
- A rational procedure for modelling imperfections in advanced analysis of frames with locally unstable members. (November 2015)
- Main Title:
- A rational procedure for modelling imperfections in advanced analysis of frames with locally unstable members
- Authors:
- Trouncer, A.N.
Rasmussen, K.J.R. - Abstract:
- Abstract: This paper presents a rational procedure for implementing geometric imperfections into inelastic large displacement ("advanced") analysis. The procedure uses a statistical approach that considers the reliability of the structural strength of a selection of well-documented tests of thin-walled members and frames. The aim of the study is to derive a statistical procedure for implementing imperfections in shell-element based advanced analyses and to determine an appropriate interval of half-wavelengths and number of eigenmodes to incorporate when modelling geometric imperfections. To achieve this, a analysis of strength as a function of imperfection spectra for 20 storage rack uprights and 56 frame members was conducted using finite element analysis (FEA). All FEA models were calibrated against completed experimental results. Based on the results, practical recommendations for modelling cross-sectional and member imperfections in advanced analysis for individual uprights and storage rack frames are provided. Highlights: A rational procedure for implementing geometric imperfections into inelastic large displacement analysis is derived. A statistical approach that considers the reliability of the structural strength of a selection of tests of thin-walled members and frames is discussed. Finite Element Analysis (FEA) was conducted and used to determine the strength as a function of imperfection spectra for 20 storage rack uprights and 56 frame members. PracticalAbstract: This paper presents a rational procedure for implementing geometric imperfections into inelastic large displacement ("advanced") analysis. The procedure uses a statistical approach that considers the reliability of the structural strength of a selection of well-documented tests of thin-walled members and frames. The aim of the study is to derive a statistical procedure for implementing imperfections in shell-element based advanced analyses and to determine an appropriate interval of half-wavelengths and number of eigenmodes to incorporate when modelling geometric imperfections. To achieve this, a analysis of strength as a function of imperfection spectra for 20 storage rack uprights and 56 frame members was conducted using finite element analysis (FEA). All FEA models were calibrated against completed experimental results. Based on the results, practical recommendations for modelling cross-sectional and member imperfections in advanced analysis for individual uprights and storage rack frames are provided. Highlights: A rational procedure for implementing geometric imperfections into inelastic large displacement analysis is derived. A statistical approach that considers the reliability of the structural strength of a selection of tests of thin-walled members and frames is discussed. Finite Element Analysis (FEA) was conducted and used to determine the strength as a function of imperfection spectra for 20 storage rack uprights and 56 frame members. Practical recommendations for modelling cross-sectional and member imperfections in advanced analysis are provided. … (more)
- Is Part Of:
- Thin-walled structures. Volume 96(2015)
- Journal:
- Thin-walled structures
- Issue:
- Volume 96(2015)
- Issue Display:
- Volume 96, Issue 2015 (2015)
- Year:
- 2015
- Volume:
- 96
- Issue:
- 2015
- Issue Sort Value:
- 2015-0096-2015-0000
- Page Start:
- 183
- Page End:
- 201
- Publication Date:
- 2015-11
- Subjects:
- Thin-walled structures -- Periodicals
690.1 - Journal URLs:
- http://www.sciencedirect.com/science/journal/02638231 ↗
http://www.elsevier.com/journals ↗ - DOI:
- 10.1016/j.tws.2015.08.010 ↗
- Languages:
- English
- ISSNs:
- 0263-8231
- Deposit Type:
- Legaldeposit
- View Content:
- Available online (eLD content is only available in our Reading Rooms) ↗
- Physical Locations:
- British Library DSC - 8820.121000
British Library DSC - BLDSS-3PM
British Library HMNTS - ELD Digital store - Ingest File:
- 14676.xml