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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 />

28.2.2 Types of bearing<br />

28.2.2.1 General<br />

Bearings 849<br />

Structural bearings can be broadly divided into two types: elastomeric and mechanical.<br />

Elastomeric bearings comprise blocks of elastomeric material reinforced as<br />

necessary with other materials. They can be made to accommodate movement by<br />

shearing of the elastomer block. Mechanical bearings are generally formed from<br />

metal and employ sliding surfaces of PTFE to achieve any necessary movement<br />

capabilities. It should be noted that the above divisions are not exclusive as, for<br />

example, some bearings are commercially available which employ elastomer blocks<br />

with sliding surfaces which cater for larger movements than could be accommodated<br />

by shearing of the block, but which do not merit the larger expense of a<br />

mechanical bearing.<br />

In the following sections the principal types of bearing are briefly described.<br />

28.2.2.2 Elastomeric bearings<br />

Elastomeric bearings rely for their operation on the interaction between vertical<br />

load, rotation and translation. As a consequence, design of most elastomeric bearings<br />

must be carefully checked. Large proprietary ranges are available, and although<br />

load tables of the various capacities are published by manufacturers, it is prudent<br />

to ask the supplier to confirm that the selected bearing is suitable for the load/movement<br />

conditions under which it will be used. The basis of design of these bearings<br />

is related to controlling strains and stresses in the elastomer and any reinforcing<br />

material and ensuring that the bearing does not deform excessively, become unstable,<br />

lift off, or slip under the anticipated design effects. Further guidance on<br />

this subject is given in BS 5400: Part 9.1 2 and by Long. 5 The latter reference also<br />

gives a detailed discussion of the properties of elastomers.<br />

Bearing types are:<br />

(1) Rubber pad or strip bearings. As the name implies, these bearings consist simply<br />

of a block or strip of elastomer. They have the advantage of being inexpensive<br />

and simple although their load-carrying and movement capability is limited.<br />

(2) Fabric-reinforced bearings. In order to increase the capabilities of the simple<br />

pad bearing, use is made of fabric (e.g. compressed cotton duck) to reinforce<br />

the elastomer. Movement in these bearings is usually provided by use of a PTFE<br />

surface bonded to the top of the block and sliding against a stainless steel plate<br />

attached to the underside of the superstructure. In this manner, the elastomer<br />

is used to provide rotational capability only, rather than rotation and movement<br />

as in the case of other elastomeric bearings.<br />

(3) Elastomeric-laminated bearings. This type of bearing consists of a block of elastomeric<br />

material reinforced with steel plates to which the elastomer is also

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