Experimental study on the compressive resistance of stress-relieved solid round steel members

• Published in: Journal of constructional steel research 2009-05, Vol.65 (5), p.1034-1042
• Main Authors: Sennah, Khaled, Saliba, Marwan, Jaalouk, Nidal, Wahba, John
• Format: Article
• Language: English
• Subjects: Codes and standards; Communication towers; Experiments; Solid round bars; Stress-relieved steel; Ultimate load
• ISSN: 0143-974X; 1873-5983
• DOI: 10.1016/j.jcsr.2008.10.003

The Canadian Standard for Antenna Towers and Antenna Supporting Structures, CSA-S37-01, specifies expressions for the compressive resistance of solid rounds based on the Structural Stability Research Council (SSRC) Column Curves for non-solid-round members and the results from experimental investigations on the compressive resistance of solid rounds carried out back to 1965. Similar Standard in USA (TIA/EIA-222-G.0) specifies design criteria for such members as derived from the superseded AISC-LRFD-94 Standard, which is independent of the shape of the member cross-section. The European Standard, Eurocode 3, provides column curves for the compressive resistance of various structural steel members, and assumes the applicability of one of them to solid rounds. As such, it is necessary to conduct an experimental study on solid round stress-relieved steel members to refine the available design equations for such members. This paper provides a summary of the literature review on solid rounds as well as a recent test program conducted on stress-relieved steel solid rounds. Correlation between the results from these tests and the current practice for the design of solid rounds is investigated. The paper concludes with a proposed compressive resistance equation for economical design of such members.