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Steel Designers Manual - TheBestFriend.org

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This material is copyright - all rights reserved. Reproduced under licence from The <strong>Steel</strong> Construction Institute on 12/2/2007<br />

To buy a hardcopy version of this document call 01344 872775 or go to http://shop.steelbiz.<strong>org</strong>/<br />

<strong>Steel</strong> <strong>Designers</strong>' <strong>Manual</strong> - 6th Edition (2003)<br />

(a) (b)<br />

D<br />

Bearings 847<br />

bearings, a figure of 0.06 is usually assumed for the coefficient of friction, and the<br />

value is checked later when the bearing selection is complete.<br />

(d) Phosphor bronze<br />

For particular applications, such as bearing guides, phosphor bronze may be used,<br />

BS 5400: Section 9.1 suggests a coefficient of friction of 0.35 for phosphor bronze<br />

sliding on steel or cast iron.<br />

(e) Elastomers<br />

An elastomer is either a natural rubber or a man-made material which has rubberlike<br />

characteristics. Elastomers are used frequently in bearings; they either constitute<br />

the bulk of the bearing itself or act as a medium for permitting rotation to take<br />

place (see sections 28.2.2.2 and 28.2.2.3(7)).<br />

Elastomers are principally characterized by their hardness, which is measured in<br />

several ways, the most common of which is the international rubber hardness<br />

(IRHD). This ranges on a scale from very soft at 0 to very hard at 100. Those elastomers<br />

used in bearings which are to comply with BS 5400: Part 9 have hardnesses<br />

in the range 45 IRHD to 75 IRHD.<br />

The tensile capacity of most elastomers is considerable.As an illustration BS 5400:<br />

Part 9 specifies a minimum tensile elongation at failure of between 300% and 450%<br />

depending on IRHD.<br />

When considering the behaviour of a block of elastomer under vertical compression<br />

it is assumed that the material is securely bonded to top and bottom loading<br />

plates. In this case (which is representative of most bearing situations) the vertical<br />

behaviour is related to the material’s ability to bulge on the four non-loaded faces<br />

and is expressed in terms of the shape factor for the block, which is the ratio of the<br />

loaded area to the force free surface area (see Fig. 28.2).<br />

LB<br />

S<br />

tL B<br />

S D<br />

=<br />

2 ( + )<br />

=<br />

4t<br />

for a rectangle<br />

for a circle<br />

Fig. 28.2 Elastomeric bearing dimensions for (a) a rectangular block, (b) a circular block

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