Stress, Distribution in Two Circular Cylinders Intersecting at Right Angles Under the Influence of Internal Pressure

<p>This investigation is an experimental study of the stress distribution in two circular cylinders intersecting at right angles and acted on by internal pressure. Two specimens of the thick-wall category were tested to rupture and a strain gage analysis was made of critical points. The spec...

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Main Author: Harmon, Leonard Edward
Format: Others
Published: 1949
Online Access:https://thesis.library.caltech.edu/9056/1/Harmon_le_1949.pdf
https://thesis.library.caltech.edu/9056/7/Harmon_le_1949_corrected.pdf
Harmon, Leonard Edward (1949) Stress, Distribution in Two Circular Cylinders Intersecting at Right Angles Under the Influence of Internal Pressure. Engineer's thesis, California Institute of Technology. doi:10.7907/RMGJ-1S84. https://resolver.caltech.edu/CaltechTHESIS:07092015-164255953 <https://resolver.caltech.edu/CaltechTHESIS:07092015-164255953>
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spelling ndltd-CALTECH-oai-thesis.library.caltech.edu-90562019-12-21T03:06:14Z Stress, Distribution in Two Circular Cylinders Intersecting at Right Angles Under the Influence of Internal Pressure Harmon, Leonard Edward <p>This investigation is an experimental study of the stress distribution in two circular cylinders intersecting at right angles and acted on by internal pressure. Two specimens of the thick-wall category were tested to rupture and a strain gage analysis was made of critical points. The specifications of the specimens tested were so chosen that this investigation would be the logical beginning of an overall study of intersecting cylinders under the influence of internal pressure. </p> <p>The results of two tests are insufficient to indicate trends or establish facts as conclusive. The conclusions reached as a result of this investigation are, therefore, of such a nature as to require confirmation by subsequent continuation of this study. These conclusions are:</p> <p>1. The maximum stresses present in specimens of the type tested are in the plans of intersection and tangent to the ellipse of intersection at a point approximately fifteen degrees from the crotch.</p> <p>2. Additional resistance to the high stresses at the plans of intersection is necessary over that required in the wall of a straight pipe.</p> <p>3. Bending associated with the stressing of this type of intersection by the application of internal pressure is of minor importance in specimens in the thick wall range.</p> <p>All the tests were made in collaboration with Lieutenant Commander Vernon E. Teig, U.S. Navy in the Structures Laboratory, Guggenheim Aeronautical Laboratory, California Institute of Technology, Pasadena, California, during the school year 1948-1949.</p> 1949 Thesis NonPeerReviewed application/pdf https://thesis.library.caltech.edu/9056/1/Harmon_le_1949.pdf application/pdf https://thesis.library.caltech.edu/9056/7/Harmon_le_1949_corrected.pdf https://resolver.caltech.edu/CaltechTHESIS:07092015-164255953 Harmon, Leonard Edward (1949) Stress, Distribution in Two Circular Cylinders Intersecting at Right Angles Under the Influence of Internal Pressure. Engineer's thesis, California Institute of Technology. doi:10.7907/RMGJ-1S84. https://resolver.caltech.edu/CaltechTHESIS:07092015-164255953 <https://resolver.caltech.edu/CaltechTHESIS:07092015-164255953> https://thesis.library.caltech.edu/9056/
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description <p>This investigation is an experimental study of the stress distribution in two circular cylinders intersecting at right angles and acted on by internal pressure. Two specimens of the thick-wall category were tested to rupture and a strain gage analysis was made of critical points. The specifications of the specimens tested were so chosen that this investigation would be the logical beginning of an overall study of intersecting cylinders under the influence of internal pressure. </p> <p>The results of two tests are insufficient to indicate trends or establish facts as conclusive. The conclusions reached as a result of this investigation are, therefore, of such a nature as to require confirmation by subsequent continuation of this study. These conclusions are:</p> <p>1. The maximum stresses present in specimens of the type tested are in the plans of intersection and tangent to the ellipse of intersection at a point approximately fifteen degrees from the crotch.</p> <p>2. Additional resistance to the high stresses at the plans of intersection is necessary over that required in the wall of a straight pipe.</p> <p>3. Bending associated with the stressing of this type of intersection by the application of internal pressure is of minor importance in specimens in the thick wall range.</p> <p>All the tests were made in collaboration with Lieutenant Commander Vernon E. Teig, U.S. Navy in the Structures Laboratory, Guggenheim Aeronautical Laboratory, California Institute of Technology, Pasadena, California, during the school year 1948-1949.</p>
author Harmon, Leonard Edward
spellingShingle Harmon, Leonard Edward
Stress, Distribution in Two Circular Cylinders Intersecting at Right Angles Under the Influence of Internal Pressure
author_facet Harmon, Leonard Edward
author_sort Harmon, Leonard Edward
title Stress, Distribution in Two Circular Cylinders Intersecting at Right Angles Under the Influence of Internal Pressure
title_short Stress, Distribution in Two Circular Cylinders Intersecting at Right Angles Under the Influence of Internal Pressure
title_full Stress, Distribution in Two Circular Cylinders Intersecting at Right Angles Under the Influence of Internal Pressure
title_fullStr Stress, Distribution in Two Circular Cylinders Intersecting at Right Angles Under the Influence of Internal Pressure
title_full_unstemmed Stress, Distribution in Two Circular Cylinders Intersecting at Right Angles Under the Influence of Internal Pressure
title_sort stress, distribution in two circular cylinders intersecting at right angles under the influence of internal pressure
publishDate 1949
url https://thesis.library.caltech.edu/9056/1/Harmon_le_1949.pdf
https://thesis.library.caltech.edu/9056/7/Harmon_le_1949_corrected.pdf
Harmon, Leonard Edward (1949) Stress, Distribution in Two Circular Cylinders Intersecting at Right Angles Under the Influence of Internal Pressure. Engineer's thesis, California Institute of Technology. doi:10.7907/RMGJ-1S84. https://resolver.caltech.edu/CaltechTHESIS:07092015-164255953 <https://resolver.caltech.edu/CaltechTHESIS:07092015-164255953>
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