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contributor authorTony Farquhar
contributor authorJiang Zhou
contributor authorWilliam H. Wood
date accessioned2017-05-09T00:06:49Z
date available2017-05-09T00:06:49Z
date copyrightAugust, 2002
date issued2002
identifier issn0148-0731
identifier otherJBENDY-26256#441_1.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/126382
description abstractWe seek the ideal wheat stalk, which minimizes the structural mass required to support a fixed grain load in the presence of gravity and wind. The optimization search is restricted to stepped cylindrical stems of known moduli and density but unknown dimension. Stem buckling and root anchorage strength are assumed to place restrictions on the permissible stalk resonant frequency in the presence of a specified wind forcing frequency. These effects are described mathematically, and the penalty parameter method is used to find stem mass minima for various stalk heights. In general, there are two alternative solution branches. The lower solution is the global minimum but it is probably impractical for field crops exposed to natural wind. The upper minimum is more conservative and therefore requires more stem mass. Due to the competing requirements of buckling versus anchorage strength, the parameter study shows that optimal wheat stem geometry has a nonlinear dependence on the intensity of gravity and the frequency spectra of the wind.
publisherThe American Society of Mechanical Engineers (ASME)
titleCompeting Effects of Buckling and Anchorage Strength on Optimal Wheat Stalk Geometry
typeJournal Paper
journal volume124
journal issue4
journal titleJournal of Biomechanical Engineering
identifier doi10.1115/1.1488934
journal fristpage441
journal lastpage449
identifier eissn1528-8951
keywordsBuckling
keywordsGeometry
keywordsForce
keywordsBifurcation
keywordsWind
keywordsGravity (Force) AND Stress
treeJournal of Biomechanical Engineering:;2002:;volume( 124 ):;issue: 004
contenttypeFulltext


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