Home






TYPICAL ROPE DAMAGE

   
 

Mechanical damage due to
rope movement over sharp edge
projection while under load.


Localised wear due to abrasion
on supporting structure. Vibration of rope between drum and jib head sheave.
 
 
 
Narrow path of wear resulting in
fatigue fractures, caused by working
in a grossly oversize groove, or
over small support rollers.


Two parallel paths of broken wires indicative of bending through an undersize groove in the sheave.



Severe wear, associated with high tread pressure. Protrusion of fibre main core. Severe wear in Lang Lay, caused by abrasion or cross-over points on multi-layer coiling application. Corrosion of severe degree caused by immersion of rope in chemically treated water.

Typical wire fractures as a result of bending fatigue.
Wire fractures at the strand, or core interface, as distinct from crown fractures, caused by failure of core support. Strand core protrusion as a result of torsional unbalance created by drop ball or other shock loading application.

Break up of IWRC resulting from high stress application. Note nicking of wires in outer strands.

Typical example of localised wear and deformation created at a previously kinked portion of rope.
Multi strand rope bird-caged due to torsional unbalance. Typical of build up seen at anchorage end of multi-fall crane application.
  Protrusion of IWRC resulting from shock loading.