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contributor authorSargent, Brandon S.
contributor authorYnchausti, Collin R.
contributor authorNelson, Todd G.
contributor authorHowell, Larry L.
date accessioned2022-05-08T09:43:47Z
date available2022-05-08T09:43:47Z
date copyright2/18/2022 12:00:00 AM
date issued2022
identifier issn1942-4302
identifier otherjmr_14_4_041001.pdf
identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4285509
description abstractThis paper presents a method for predicting endpoint coordinates, stress, and force to deflect stepped cantilever beams under large deflections. This method, the mixed-body model or MBM, combines small deflection theory and the pseudo-rigid-body model for large deflections. To analyze the efficacy of the model, the MBM is compared to a model that assumes the first step in the beam to be rigid, to finite element analysis, and to the numerical boundary value solution over a large sample set of loading conditions, geometries, and material properties. The model was also compared to physical prototypes. In all cases, the MBM agrees well with expected values. Optimization of the MBM parameters yielded increased agreement, leading to average errors of <
description abstract0.01 to 3%. The model provides a simple, quick solution with minimal error that can be particularly helpful in design.
publisherThe American Society of Mechanical Engineers (ASME)
titleThe Mixed-Body Model: A Method for Predicting Large Deflections in Stepped Cantilever Beams
typeJournal Paper
journal volume14
journal issue4
journal titleJournal of Mechanisms and Robotics
identifier doi10.1115/1.4053376
journal fristpage41001-1
journal lastpage41001-11
page11
treeJournal of Mechanisms and Robotics:;2022:;volume( 014 ):;issue: 004
contenttypeFulltext


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