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Stresses in the Corners of Rigid Frames
By applying the wedge theory to the corners of rigid frames, a method is developed for analyzing the stresses which occur in these corners. Following the determination of the stresses, photoelastic tests were performed which yielded results that agreed closely with the analysis. The divergence of the experimental results from the computed results is analyzed, and it is shown that the accuracy of the analysis can be improved by the application of the basic principles of mechanics. However, this refinement is not a necessary one as the results of the basic method are well within the limit of accuracy deemed necessary for structural analysis.
Stresses in the Corners of Rigid Frames
By applying the wedge theory to the corners of rigid frames, a method is developed for analyzing the stresses which occur in these corners. Following the determination of the stresses, photoelastic tests were performed which yielded results that agreed closely with the analysis. The divergence of the experimental results from the computed results is analyzed, and it is shown that the accuracy of the analysis can be improved by the application of the basic principles of mechanics. However, this refinement is not a necessary one as the results of the basic method are well within the limit of accuracy deemed necessary for structural analysis.
Stresses in the Corners of Rigid Frames
Olander, Harvey C. (author)
Transactions of the American Society of Civil Engineers ; 119 ; 797-809
2021-01-01
131954-01-01 pages
Article (Journal)
Electronic Resource
Unknown
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