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Critical Combinations of Shear and Direct Axial Stress For Curved Rectangular Panels

contributor authorNASA - National Aeronautics and Space Administration (NASA)
date accessioned2017-09-04T15:23:00Z
date available2017-09-04T15:23:00Z
date copyright08/01/1949
date issued1949
identifier otherNDYHUEAAAAAAAAAA.pdf
identifier urihttps://yse.yabesh.ir/std/handle/yse/23192
description abstractA solution is presented for the problem of the buckling of curved rectangular panels subjected to combined shear and direct axial stress. Charts giving theoretical critical combinations of shear and direct axial stress are presented for panels having five different length-width ratios. Because the actual critical compressive stress of rectangular panels having substantial curvature is known to be much lower than the theoretical value, a semiempirical method of analysis of curved panels subjected to combined shear and direct axial stress is presented for use in design. (author)
languageEnglish
titleNACA-TN-1928num
titleCritical Combinations of Shear and Direct Axial Stress For Curved Rectangular Panelsen
typestandard
page30
statusActive
treeNASA - National Aeronautics and Space Administration (NASA):;1949
contenttypefulltext
subject keywordsPLATES - BUCKLING CURVED
subject keywordsPLATES - BUCKLING RECTANGULAR
subject keywordsPLATES - COMPRESSION CURVED
subject keywordsPLATES - COMPRESSION RECTANGULAR
subject keywordsPLATES - STRESSES
subject keywordsSHEARING CURVED
subject keywordsPLATES
subject keywordsFLAT - SHEAR RECTANGULAR
subject keywordsSTRESSED SKIN - PLATES


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