Buckling and post-buckling of prestressed stainless steel stayed columns. Issue 2 (3rd April 2017)

• Record Type: Journal Article
• Authors: Pichal, Radek; Machacek, Josef
• Is Part Of: Engineering structures and technologies. Volume 9:Issue 2(2017)
• Page Start: 63
• Page End: 69
• Publication Date: 2017-04-03
• Subjects: prestressed stayed columns -- nonlinear buckling -- finite element modelling -- 3D analysis -- nonlinear material -- sliding stays; Structural engineering -- Periodicals; Structural engineering -- Research -- Periodicals; 624.105
• DOI: 10.3846/2029882X.2016.1277169
• Languages: English
• ISSNs: 2029-882X

Abstract

Abstract: Prestressed stayed compression members are frequently required as very slender load-bearing structural components by both investors and architects. Behavior of these members depends on their geometrical and material properties, prestressing and boundary conditions. In the paper are discussed respective critical buckling loads and post-buckling paths with regards to 2D and 3D GMNIA (geometrically and materially nonlinear analysis with imperfections) using ANSYS software. Former tests and recent detailed analyses of other authors are commented with respect to the 3D analysis, level of imperfections, boundary conditions at central crossarm (fixed or sliding stays) and nonlinear stainless steel material.