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contributor authorGarrett Tatum
contributor authorNatassia Brenkus
date accessioned2024-12-24T10:24:58Z
date available2024-12-24T10:24:58Z
date copyright8/1/2024 12:00:00 AM
date issued2024
identifier otherJENMDT.EMENG-7508.pdf
identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4298875
description abstractThis study evaluated two fundamental assumptions about the geometry of the wood cell wall to develop a mechanistic characterization of wood behavior at the scale of wood structural components. This paper used a three-step homogenization scheme implemented through homogenization techniques and finite-element analyses to evaluate a multilayered cell wall and a simplified single-layer method. Both earlywood and latewood geometries were considered. A three-part sensitivity analysis assessed the influence of wood constituent proportions, microfibril angle, and cellulose crystallinity on cell wall stiffness. Sensitivity to constituent ratios was evaluated through a Monte Carlo simulation of 1,000 sampled points and correlation analysis. Sensitivity to microfibril angle and cellulose crystallinity was evaluated through parametric characterization. The investigation found that both methods provided an accurate assessment of wood stiffness when compared with experimentally determined values. Care should be taken when modeling higher densities of wood, and use of either method in higher order models should be determined by the resolution of input data and computational needs.
publisherAmerican Society of Civil Engineers
titleSensitivity and Efficiency Analyses of Two Wood Cell Wall Structural Models
typeJournal Article
journal volume150
journal issue8
journal titleJournal of Engineering Mechanics
identifier doi10.1061/JENMDT.EMENG-7508
journal fristpage04024046-1
journal lastpage04024046-16
page16
treeJournal of Engineering Mechanics:;2024:;Volume ( 150 ):;issue: 008
contenttypeFulltext


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