contributor author | James T. S. Wang | |
date accessioned | 2017-05-08T21:16:03Z | |
date available | 2017-05-08T21:16:03Z | |
date copyright | January 2001 | |
date issued | 2001 | |
identifier other | %28asce%290893-1321%282001%2914%3A1%281%29.pdf | |
identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/44933 | |
description abstract | Circular bars under distributed torque are formulated based on the linear theory of elasticity, and analysis is presented for bars under a single Fourier term of distributed torque. As the motivation of the study is to examine the extent of adequacy of the conventional technical torsion theory to bars under distributed torques, stress distribution in solid bars is first investigated. Stress distribution for hollow bars under three different loading conditions is then analyzed. Results indicate that the conventional theory is adequate when the region of distributed torque is large. In small regions, the conventional theory may substantially be in error resulting in underestimating the maximum shear stress and misidentifying the location of maximum shearing stress. | |
publisher | American Society of Civil Engineers | |
title | Circular Bars under Distributed Torques | |
type | Journal Paper | |
journal volume | 14 | |
journal issue | 1 | |
journal title | Journal of Aerospace Engineering | |
identifier doi | 10.1061/(ASCE)0893-1321(2001)14:1(1) | |
tree | Journal of Aerospace Engineering:;2001:;Volume ( 014 ):;issue: 001 | |
contenttype | Fulltext | |