Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Direct Strength Method for Stainless Steel Lipped Channel Columns Undergoing Local Buckling
https://orcid.org/http://orcid.org/0000-0003-0681-258X
This paper reports the results of a numerical investigation on the influence of local buckling on the ultimate strength and design of locally fixed-end and globally pined-end stainless steel lipped channel columns in compression. The elastic buckling load is a key parameter in predicting the design strength of stainless steel lipped channel columns. Elastic buckling loads under simple–simple, clamped–clamped and experimental boundary conditions have been compared. To extend the data, a finite element model of stainless steel lipped channel columns has been developed and verified against the test data. Parametric studies on the stainless steel lipped channel columns were performed. The test results are compared with the strength predictions from direct strength method (DSM), indicating that DSM included in North American specification is unsafe, but the DSM proposed by Becque et al. is conservative. A modified DSM equation was proposed and has been proven to accurately predict the ultimate capacities of the stainless steel lipped channel columns in compression.
Direct Strength Method for Stainless Steel Lipped Channel Columns Undergoing Local Buckling
https://orcid.org/http://orcid.org/0000-0003-0681-258X
This paper reports the results of a numerical investigation on the influence of local buckling on the ultimate strength and design of locally fixed-end and globally pined-end stainless steel lipped channel columns in compression. The elastic buckling load is a key parameter in predicting the design strength of stainless steel lipped channel columns. Elastic buckling loads under simple–simple, clamped–clamped and experimental boundary conditions have been compared. To extend the data, a finite element model of stainless steel lipped channel columns has been developed and verified against the test data. Parametric studies on the stainless steel lipped channel columns were performed. The test results are compared with the strength predictions from direct strength method (DSM), indicating that DSM included in North American specification is unsafe, but the DSM proposed by Becque et al. is conservative. A modified DSM equation was proposed and has been proven to accurately predict the ultimate capacities of the stainless steel lipped channel columns in compression.
Direct Strength Method for Stainless Steel Lipped Channel Columns Undergoing Local Buckling
https://orcid.org/http://orcid.org/0000-0003-0681-258X
This paper reports the results of a numerical investigation on the influence of local buckling on the ultimate strength and design of locally fixed-end and globally pined-end stainless steel lipped channel columns in compression. The elastic buckling load is a key parameter in predicting the design strength of stainless steel lipped channel columns. Elastic buckling loads under simple–simple, clamped–clamped and experimental boundary conditions have been compared. To extend the data, a finite element model of stainless steel lipped channel columns has been developed and verified against the test data. Parametric studies on the stainless steel lipped channel columns were performed. The test results are compared with the strength predictions from direct strength method (DSM), indicating that DSM included in North American specification is unsafe, but the DSM proposed by Becque et al. is conservative. A modified DSM equation was proposed and has been proven to accurately predict the ultimate capacities of the stainless steel lipped channel columns in compression.
Direct Strength Method for Stainless Steel Lipped Channel Columns Undergoing Local Buckling
Int J Steel Struct
Chen, Meihe (Autor:in) / Fan, Shenggang (Autor:in) / Li, Chenxu (Autor:in) / Zeng, Shaoru (Autor:in)
International Journal of Steel Structures ; 20 ; 1822-1830
01.12.2020
9 pages
Aufsatz (Zeitschrift)
Elektronische Ressource
Englisch
Cold-Formed Steel Lipped Channel Section Columns Undergoing Local-Overall Buckling Interaction
| Springer Verlag | 2021