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Wire Rope Design & Construction

Wire ropes are composed of independent parts-wires, strands and cores-that continuously interact with each other during service. 

Wire rope engineers design those parts in differing steel grades, finishes and a variety of constructions to attain the best balance of strength, abrasion resistance, crush resistance, bending fatigue resistance and corrosion resistance for each application.

To select the best wire rope for each application, one must know the required performance characteristics for the job and enough about wire rope design to select the optimum combination of wire rope properties.

The following information is presented as a basic guide. Our expert in house staff and field service specialists are available to provide more specific recommendations.

Strand Constructions

Strands are designed with various combinations of wires and wire sizes to produce the desired resistance to fatigue and abrasion. Generally, a small number of large wires will be more abrasion resistant and less fatigue resistant than a large number of small wires.

single.gif (4913 bytes) Single Size The basic strand construction has wires of the same size wound around a center.
seale.gif (5037 bytes) Seale Large outer wires with the same number of smaller inner wires around a core wire. Provides excellent abrasion resistance but less fatigue resistance. When used with an IWRC, it offers excellent crush resistance over drums.
filler.gif (5036 bytes) Filler Wire Small wires fill spaces between large wires to produce crush resistance and a good balance of strength, flexibility and resistance to abrasion.
warr.gif (4983 bytes) Warrington Outer layer of alternately large and small wires provides good flexibility and strength but low abrasion and crush resistance.
bar1.gif (5025 bytes) bar2.gif (5221 bytes) bar3.gif (4626 bytes) bar4.gif (5184 bytes) Many commonly used wire ropes use combinations of these basic constructions
Seale Filler Wire Filler Wire Seale Warrington Seals Seale Warrington Seale
multiple.gif (5295 bytes) Multiple Operation One of the above strand designs may be covered with one or more layers of uniform sized wires.

 

Finish

Bright finish is suitable for most applications. Galvanized finish is available for corrosive environments. Plastic jacketing is also available on some constructions.

Wire Grades

The most common steel wire grades are: IPS (Improved Plow Steel), EIP (Extra Improved Plow Steel) and EEIP (Extra Extra Improved Plow Steel). Stainless Steels and other special grade are provided for special applications.

Most wire ropes are made with round wires. Both triangular and shaped wires are also used for special constructions.

Generally, the higher the strength of the wire, the lower its ductility will be.

 

resistance.gif (37611 bytes)

Abrasion and Bending

The "X-Chart" Abrasion Resistance Vs. Bending Fatigue Resistance

While there is a possibility, there is little likelihood that an application can be found for which there is a precisely suitable wire rope - one that can satisfy every indicated requirement.

As with all engineering design problems, feasible solutions demand compromise to some degree. At times, it becomes necessary to settle for less than optimum resistance to abrasion in order to obtain maximum flexibility; the latter being a more important requirement for the given job. A typical example of this kind of trade- off would be in selecting a highly flexible rope on an overhead crane. Conversely, in a haulage installation, a rope with greater resistance to abrasion would be chosen despite the fact that such ropes are markedly less flexible.

Two compelling factors that govern most decisions as to the selection of a wire rope are abrasion resistance and resistance to bending fatigue. Striking a proper balance with respect to these two important characteristics demands judgment of a very high order. A graphic presentation of just such comparison of qualities between the most widely used rope constructions and others is given by means of an X-chart.

Referring to this chart when selecting a rope, the midpoint (at the X) comes closest to an even balance between abrasion resistance and resistance to bending fatigue. Reading up or down along either leg of the X, the inverse relationship becomes more apparent as one quality increases and the other decreases.

xchart.gif (21931 bytes)
Effect of Sheave Size

Wire ropes are manufactured in a great variety of constructions to meet the varying demands of wire rope usage. Where abrasion is an important factor, the rope must be made of a coarse construction containing relatively large wires. In other cases, the great amount of bending to which the rope is subjected is more important. Here, a more flexible construction, containing many relatively small wires, is required. In either case, however, if the rope operates over inadequate size sheaves, the severe bending stresses imposed will cause the wires to break from fatigue, even though actual wear is slight. The smaller the diameter of the sheave, the sooner these fatigue breaks will occur and the shorter rope life becomes.

Another undesirable effect of small sheaves is accelerated wear of both rope and sheave groove. The pressure per unit area of rope on sheave groove for a given load is inversely proportional to the size of the sheave. In other words, the smaller the sheave the greater the rope pressure per unit area on the groove. Using the proper diameter sheave for the size and construction of rope can obviously prolong both sheaves and rope life.

Sheave diameter can also influence rope strength. When a wire rope is bent around a sheave, there is a loss of effective strength due to the inability of the individual strands and wires to adjust themselves entirely to their changed position. Tests show that rope strength efficiency decreases to a marked degree as the sheave diameter is reduced with respect to the diameter of the rope.

Therefore, it is evident that a definite relationship exists between rope service and sheave size. As a guide to rope users, wire rope manufacturers have established standards for sheave sizes to be used with various rope constructions. To secure the most economical service, it is important that the suggested size of sheaves given at right be used.

Proper Sheave and Drum Sizes

. Suggested Minimum
Construction D/d* ratio D/d* ratio
6x7

72

42

19x7 or 18x7
Rotation Resistant

51

34

6x19 Seale

51

34

6x27 H flattened strand

45

30

6x31 V flattened strand

45

30

6x21 filler wire

45

30

6x25 filler wire

39

26

6x31 Warrington Seale

39

26

6x36 Warrington Seale

35

23

8x19 Seale

41

27

8x25 filler wire

32

21

6x41 Warrington Seale

32

21

6x42 filler

21

14

*D = tread diameter or sheave  d = nominal diameter or rope

Inspection - the key to longer, safer wire rope use

scan4.gif (13877 bytes) As a rope is run through a groove, both become smaller. A used groove can be too small for a new rope; thus accelerating rope wear. A compromise between rope life and machining frequency must be made.

 Grooves should have an arc of contact with the wire rope between 135 and 150 degrees. They should be tapered to permit the rope to enter and leave the groove smoothly. Field inspection groove gauges are made to the nominal diameter of the rope plus 1/2 of the allowable rope oversize tolerance. When the field inspection gauge fits perfectly, the groove is at the minimum permissible contour.

ruler.gif (32966 bytes) The diameter of a wire rope is the diameter of the smallest circle which will enclose all the strands.  Measurements should be made to the outer circles.

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