Sponsor
Portland State University. Department of Civil Engineering
First Advisor
Wendelin H. Mueller
Term of Graduation
Winter 1980
Date of Publication
2-22-1980
Document Type
Thesis
Degree Name
Master of Science (M.S.) in Applied Science
Department
Civil Engineering
Language
English
Subjects
Steel tubes, Stress concentration
DOI
10.15760/etd.3045
Physical Description
1 online resource (3, v, 121 pages)
Abstract
Using data for the longitudinal residual stress distribution in welded steel tubes, curves describing these distributions are selected for study. Each of these curves are checked for static balance across the tube cross section. The curves that exhibit an imbalance are adjusted by a combination of a simplified model for each and the use of a computer program that is developed to calculate the resulting forces and moments on the cross section. The residual stress in the area of the tube wall opposite the longitudinal weld is found to be the most important in the adjustment to obtain exact equilibrium. The method of adjustment is rational and based on maintaining a smooth curve shape that matches the raw data the closest and producing a curve that is balanced within the accuracy limits required.
Rights
In Copyright. URI: http://rightsstatements.org/vocab/InC/1.0/ This Item is protected by copyright and/or related rights. You are free to use this Item in any way that is permitted by the copyright and related rights legislation that applies to your use. For other uses you need to obtain permission from the rights-holder(s).
Persistent Identifier
https://archives.pdx.edu/ds/psu/17834
Recommended Citation
Barrett, Steven L., "The Effect of Residual Stress Distribution on the Ultimate Strength of Tubular Beam-Columns" (1980). Dissertations and Theses. Paper 3050.
https://doi.org/10.15760/etd.3045
Comments
Approved by the department of Civil-Structural Engineering.
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