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A guideline for the design of a four-wheeled walker.pdf

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Downloaded by [University <strong>of</strong> Sheffield] at 14:02 15 February 2012<br />

where a is <strong>the</strong> acceleration <strong>of</strong> <strong>the</strong> wheel. All variables<br />

are known except this acceleration. Isolating<br />

<strong>for</strong> <strong>the</strong> acceleration,<br />

a = A y - WAz/w/2g. (8)<br />

For uni<strong>for</strong>m acceleration (a = const.) over a small<br />

interval <strong>of</strong> time t,<br />

For <strong>the</strong> case <strong>of</strong><strong>the</strong> wheel not contacting <strong>the</strong> ground<br />

(Fz = 0),<br />

Converging on a Design Parameter<br />

(9)<br />

where d, is an incremental distance slid over a<br />

small interval <strong>of</strong> time. Assuming V o = 0 over this<br />

short time span with constant acceleration,<br />

r, = w/ zg 'a<br />

a = Fylw/2g'<br />

(10)<br />

(11)<br />

(12)<br />

Once acceleration is determined, <strong>the</strong> distance can<br />

be calculated. The distance that <strong>the</strong> mass moves<br />

between each data point can <strong>the</strong>n be summed <strong>for</strong><br />

<strong>the</strong> total slide distance. Dangerous sliding can occur<br />

at ei<strong>the</strong>r <strong>of</strong> <strong>the</strong> braked wheels at two points<br />

during <strong>the</strong> trial, sitting down and <strong>the</strong>n standing<br />

up. The maximum <strong>of</strong> <strong>the</strong>se <strong>four</strong> sliding distances<br />

was set to 5 em. This distance is large enough not<br />

to demand extreme <strong>walker</strong> <strong>design</strong>s, yet small<br />

enough not to cause stress to <strong>the</strong> user while sitting.<br />

The above calculations can be used to find <strong>the</strong><br />

relationship between any two variables if<strong>the</strong> o<strong>the</strong>r<br />

five are known. For example, if <strong>the</strong> effect <strong>of</strong> <strong>the</strong><br />

seat position on <strong>the</strong> required <strong>walker</strong> mass must be<br />

determined, all o<strong>the</strong>r variables are held constant,<br />

and an iterative procedure can be per<strong>for</strong>med <strong>for</strong><br />

each <strong>walker</strong> mass to isolate <strong>the</strong> seat position that<br />

will allow <strong>for</strong> <strong>the</strong> desired maximum sliding distance.<br />

Any seat position behind this value will be<br />

a safe <strong>design</strong> with respect to sliding, while positions<br />

fur<strong>the</strong>r to <strong>the</strong> front will cause excessive sliding.<br />

The bisection method was used to converge on<br />

desired values to within 5%.<br />

Tipping<br />

Ifat any time <strong>the</strong> applied <strong>for</strong>ce vector and <strong>walker</strong><br />

weight combine <strong>for</strong> a resultant <strong>for</strong>ce outside <strong>of</strong><br />

<strong>the</strong> wheelbase, <strong>the</strong> wheels will begin to rise <strong>of</strong>f<strong>the</strong><br />

ground. The only opposing <strong>for</strong>ce that will help to<br />

maintain <strong>the</strong> stability <strong>of</strong> <strong>the</strong> <strong>walker</strong> is <strong>the</strong> <strong>walker</strong><br />

weight. As long as <strong>the</strong> resultant <strong>of</strong> <strong>the</strong> combined<br />

<strong>walker</strong> weight Wand applied <strong>for</strong>ce F are contained<br />

within <strong>the</strong> wheelbase, tipping will be avoided. Five<br />

<strong>of</strong><strong>the</strong> <strong>design</strong> variables affect tipping: seat position,<br />

wheelbase, <strong>walker</strong> mass, center <strong>of</strong> gravity, and<br />

configuration. For example, a larger wheel base reduces<br />

<strong>the</strong> tipping moment caused by <strong>the</strong> <strong>for</strong>ces applied<br />

outside <strong>of</strong> <strong>the</strong> wheelbase by shortening <strong>the</strong><br />

distances that <strong>the</strong>y are acting from <strong>the</strong> wheels. The<br />

position <strong>of</strong> <strong>the</strong> center <strong>of</strong> gravity <strong>of</strong> <strong>the</strong> <strong>walker</strong> will<br />

control how great a stabilizing moment <strong>the</strong> <strong>walker</strong><br />

weight will cause about <strong>the</strong> wheels. Moment calculations<br />

were per<strong>for</strong>med to estimate <strong>design</strong> variables<br />

that would allow <strong>for</strong> a 2-cm rise <strong>of</strong> ei<strong>the</strong>r <strong>the</strong><br />

braked wheels or <strong>the</strong> casters.<br />

Brake Failure<br />

Brake failure can occur only when <strong>the</strong>re is<br />

enough normal <strong>for</strong>ce acting through <strong>the</strong> braked<br />

wheels to avoid sliding. If <strong>the</strong> shear (horizontal)<br />

<strong>for</strong>ce applied to ei<strong>the</strong>r <strong>of</strong><strong>the</strong> braked wheels creates<br />

enough <strong>of</strong> a shear stress at <strong>the</strong> brake pad to exceed<br />

<strong>the</strong> grip <strong>of</strong> <strong>the</strong> brake on <strong>the</strong> tire, <strong>the</strong> wheels will<br />

roll. As in sliding, small movements <strong>of</strong> <strong>the</strong> <strong>walker</strong><br />

will go unnoticed by <strong>the</strong> user. Figure B6 shows <strong>the</strong><br />

shear <strong>for</strong>ce applied by <strong>the</strong> user through one braked<br />

wheel over an entire trial. The horizontal line represents<br />

<strong>the</strong> shear that <strong>the</strong> brake can withstand<br />

without allowing rolling. The portion <strong>of</strong> <strong>the</strong> curve<br />

above this line indicates rolling. The maximum<br />

shear <strong>for</strong>ce that allows less than 5 em (2 in.) <strong>of</strong> rolling<br />

must be found to avoid significant brake failure.<br />

Design variables that will affect brake failure<br />

are <strong>the</strong> seat-handle configuration and <strong>the</strong> <strong>walker</strong><br />

mass. As <strong>the</strong> <strong>walker</strong> mass increases, <strong>the</strong>re is a<br />

greater load to accelerate, resulting in less movement.<br />

Calculations similar to <strong>the</strong> sliding analysis<br />

were <strong>the</strong>n per<strong>for</strong>med to estimate <strong>design</strong> variables<br />

that would allow <strong>for</strong> a 5-cm roll <strong>of</strong> ei<strong>the</strong>r <strong>of</strong> <strong>the</strong><br />

braked wheels.<br />

GUIDELINE FOR WALKER DESIGN 129

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