Experimental Investigation of Ultimate Loads Carried by Flat, Unstiffened Panels Under Combined Shear and Compression
<p>Four series of tests were made on flat, unstiffened panels under combined shear and compression loading for two thicknesses and two length over width ratios. In each case, the panels were carried to their ultimate loads. An empirical relation was developed for the variation of shear and c...
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ndltd-CALTECH-oai-thesis.library.caltech.edu-51502019-10-04T03:10:21Z Experimental Investigation of Ultimate Loads Carried by Flat, Unstiffened Panels Under Combined Shear and Compression Butterworth, Wesley Theodore <p>Four series of tests were made on flat, unstiffened panels under combined shear and compression loading for two thicknesses and two length over width ratios. In each case, the panels were carried to their ultimate loads. An empirical relation was developed for the variation of shear and compressive stresses of the form: (P<sub>c</sub>/P<sub>c<sub>o</sub></sub>) + (P<sub>s</sub>/P<sub>s<sub>o</sub></sub>)<sup>4</sup> = 1, <br /> where:<br /> P<sub>c<sub>o</sub></sub> = failure stress, pure compression,<br /> P<sub>s<sub>o</sub></sub> = failure stress, pure shear. <br /> The above equation was found to hold for the entire range of thicknesses and length over width ratios investigated.</p> 1938 Thesis NonPeerReviewed application/pdf https://thesis.library.caltech.edu/5150/1/Butterworth_wt_1938.pdf https://resolver.caltech.edu/CaltechETD:etd-12282005-095455 Butterworth, Wesley Theodore (1938) 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/C57T-2C92. https://resolver.caltech.edu/CaltechETD:etd-12282005-095455 <https://resolver.caltech.edu/CaltechETD:etd-12282005-095455> https://thesis.library.caltech.edu/5150/ |
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<p>Four series of tests were made on flat, unstiffened panels under combined shear and compression loading for two thicknesses and two length over width ratios. In each case, the panels were carried to their ultimate loads. An empirical relation was developed for the variation of shear and compressive stresses of the form: (P<sub>c</sub>/P<sub>c<sub>o</sub></sub>) + (P<sub>s</sub>/P<sub>s<sub>o</sub></sub>)<sup>4</sup> = 1, <br />
where:<br />
P<sub>c<sub>o</sub></sub> = failure stress, pure compression,<br />
P<sub>s<sub>o</sub></sub> = failure stress, pure shear. <br />
The above equation was found to hold for the entire range of thicknesses and length over width ratios investigated.</p>
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| author |
Butterworth, Wesley Theodore |
| spellingShingle |
Butterworth, Wesley Theodore Experimental Investigation of Ultimate Loads Carried by Flat, Unstiffened Panels Under Combined Shear and Compression |
| author_facet |
Butterworth, Wesley Theodore |
| author_sort |
Butterworth, Wesley Theodore |
| 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 |
1938 |
| url |
https://thesis.library.caltech.edu/5150/1/Butterworth_wt_1938.pdf Butterworth, Wesley Theodore (1938) 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/C57T-2C92. https://resolver.caltech.edu/CaltechETD:etd-12282005-095455 <https://resolver.caltech.edu/CaltechETD:etd-12282005-095455> |
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