Sponsor
Portland State University. Department of Civil-Structural Engineering
First Advisor
Wendelin H. Mueller, III
Term of Graduation
Summer 1981
Date of Publication
9-24-1981
Document Type
Thesis
Degree Name
Master of Science (M.S.) in Applied Science
Language
English
Subjects
Trusses -- Testing, Buckling (Mechanics), Structural steel -- Testing
DOI
10.15760/etd.3156
Physical Description
1 online resource (x, 108 pages)
Abstract
An experimental testing program was conducted to determine the compression member performance in post-buckling region. These results are compared with an analytical computer program developed by Portland State University under Bonneville Power Administration Contract 79-80BP 24005. The paper presents the sensitivity of the performance of single angle compression members to various parameters such as length to radius of gyration ratio, eccentricity, end conditions and yield stress. The effect of local buckling on long member performance is also documented.
Rights
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Persistent Identifier
https://archives.pdx.edu/ds/psu/18311
Recommended Citation
Purasinghe, Rupasiri, "Experimental Determination of Post-buckling Performance of Steel Angles" (1981). Dissertations and Theses. Paper 3165.
https://doi.org/10.15760/etd.3156
Comments
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