Experimental Investigation of Ultimate Loads Carried by Flat, Unstiffened Panels Under Combined Shear and Compression
NOTE: Text or symbols not renderable in plain ASCII are indicated by [...]. Abstract is included in .pdf document. The problem of the behavior of flat, unstiffened panels under combined shear and compression load was investigated for one length over width ratio and three thicknesses. Due to the l...
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ndltd-CALTECH-oai-thesis.library.caltech.edu-51192019-12-22T03:09:01Z Experimental Investigation of Ultimate Loads Carried by Flat, Unstiffened Panels Under Combined Shear and Compression Tsubota, George Yoshio NOTE: Text or symbols not renderable in plain ASCII are indicated by [...]. Abstract is included in .pdf document. The problem of the behavior of flat, unstiffened panels under combined shear and compression load was investigated for one length over width ratio and three thicknesses. Due to the lack of data obtained in a limited amount of time, no definite conclusion was reached. Until further investigation is carried out, the ultimate failure stress relationship of [...] is recommended. The effect of shear load on the modulus of elasticity and compression load on the shear modulus was found to be nonexistent. 1939 Thesis NonPeerReviewed application/pdf https://thesis.library.caltech.edu/5119/1/Tsubota_gy_1939.pdf https://resolver.caltech.edu/CaltechETD:etd-12222005-104133 Tsubota, George Yoshio (1939) Experimental Investigation of Ultimate Loads Carried by Flat, Unstiffened Panels Under Combined Shear and Compression. Master's thesis, California Institute of Technology. doi:10.7907/ZDZH-Y940. https://resolver.caltech.edu/CaltechETD:etd-12222005-104133 <https://resolver.caltech.edu/CaltechETD:etd-12222005-104133> https://thesis.library.caltech.edu/5119/ |
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NOTE: Text or symbols not renderable in plain ASCII are indicated by [...]. Abstract is included in .pdf document.
The problem of the behavior of flat, unstiffened panels under combined shear and compression load was investigated for one length over width ratio and three thicknesses. Due to the lack of data obtained in a limited amount of time, no definite conclusion was reached. Until further investigation is carried out, the ultimate failure stress relationship of [...] is recommended. The effect of shear load on the modulus of elasticity and compression load on the shear modulus was found to be nonexistent.
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author |
Tsubota, George Yoshio |
spellingShingle |
Tsubota, George Yoshio Experimental Investigation of Ultimate Loads Carried by Flat, Unstiffened Panels Under Combined Shear and Compression |
author_facet |
Tsubota, George Yoshio |
author_sort |
Tsubota, George Yoshio |
title |
Experimental Investigation of Ultimate Loads Carried by Flat, Unstiffened Panels Under Combined Shear and Compression |
title_short |
Experimental Investigation of Ultimate Loads Carried by Flat, Unstiffened Panels Under Combined Shear and Compression |
title_full |
Experimental Investigation of Ultimate Loads Carried by Flat, Unstiffened Panels Under Combined Shear and Compression |
title_fullStr |
Experimental Investigation of Ultimate Loads Carried by Flat, Unstiffened Panels Under Combined Shear and Compression |
title_full_unstemmed |
Experimental Investigation of Ultimate Loads Carried by Flat, Unstiffened Panels Under Combined Shear and Compression |
title_sort |
experimental investigation of ultimate loads carried by flat, unstiffened panels under combined shear and compression |
publishDate |
1939 |
url |
https://thesis.library.caltech.edu/5119/1/Tsubota_gy_1939.pdf Tsubota, George Yoshio (1939) Experimental Investigation of Ultimate Loads Carried by Flat, Unstiffened Panels Under Combined Shear and Compression. Master's thesis, California Institute of Technology. doi:10.7907/ZDZH-Y940. https://resolver.caltech.edu/CaltechETD:etd-12222005-104133 <https://resolver.caltech.edu/CaltechETD:etd-12222005-104133> |
work_keys_str_mv |
AT tsubotageorgeyoshio experimentalinvestigationofultimateloadscarriedbyflatunstiffenedpanelsundercombinedshearandcompression |
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1719305183519834112 |