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Concrete-filled hollow structural sections. I: Materials, cross-section classification, and concentrically loaded columns.
- Source :
-
Canadian Journal of Civil Engineering . 2022, Vol. 49 Issue 3, p368-383. 16p. - Publication Year :
- 2022
-
Abstract
- This paper reviews contemporary rules in CSA S16:19, AISC 360-16, and EN 1994-1-1 for concrete-filled hollow structural sections (HSS), covering materials, cross-section classification, and concentrically loaded columns. Results from 453 tests on axially compressed concrete-filled HSS members were compared to the predicted strengths using current (CSA S16:19, AISC 360-16, and EN 1994-1-1) and recommended CSA S16 design equations (with limits of validity), and a first-order reliability analysis was performed in accordance with CSA S408-11. The recommendations herein are shown to maintain the current CSA S16:19 Clause 18.2 level of reliability for concrete-filled HSS compression members. Design examples are provided, and the results are compared with the counterpart American code (AISC 360-16). This paper is Part I of a two-part series. Part II covers flexural members, beam-columns, tension, and shear. [ABSTRACT FROM AUTHOR]
- Subjects :
- *CONCRETE-filled tubes
*CLASSIFICATION
*EQUATIONS
Subjects
Details
- Language :
- English
- ISSN :
- 03151468
- Volume :
- 49
- Issue :
- 3
- Database :
- Academic Search Index
- Journal :
- Canadian Journal of Civil Engineering
- Publication Type :
- Academic Journal
- Accession number :
- 155473864
- Full Text :
- https://doi.org/10.1139/cjce-2020-0440