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contributor authorY. King Liu
contributor authorQ. Guo Dai
date accessioned2017-05-08T23:29:25Z
date available2017-05-08T23:29:25Z
date copyrightMay, 1989
date issued1989
identifier issn0148-0731
identifier otherJBENDY-25847#122_1.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/105076
description abstractBased on an idealized model of a homogeneous, isotropic beam-column, the second stiffest axis under static loading was derived. The maximum allowable force for the second stiffest axis was then examined. The ratio of the maximum allowable forces of the second stiffest axis to the stiffest axis was established. The stiffness ratio of the second stiffest axis to the stiffest axis was also found. Taking buckling into consideration, the safe load region for all possible acting directions was derived. The implications of the idealized model for cervical spine trauma are discussed.
publisherThe American Society of Mechanical Engineers (ASME)
titleThe Second Stiffest Axis of a Beam-Column: Implications for Cervical Spine Trauma
typeJournal Paper
journal volume111
journal issue2
journal titleJournal of Biomechanical Engineering
identifier doi10.1115/1.3168352
journal fristpage122
journal lastpage127
identifier eissn1528-8951
keywordsCervical spine
keywordsForce
keywordsStress
keywordsBuckling AND Stiffness
treeJournal of Biomechanical Engineering:;1989:;volume( 111 ):;issue: 002
contenttypeFulltext


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