Stripping TE by using the the cpc can stretch the unprotected cpc and lead to thinning of the cross sectional area, which in turn can affect the cables resistance. Discuss.
I have seen this stated on various sites.
Yes this is true but the csa will only change very slightly due to the force applied.
Lets suppose we have a 1m length of TE with 1mm cpc.
Using stress/strain relationship for copper ( Young's modulus) then a force of 10000Newtons will be required to stretch the cpc by 0.09mm ie 9 hundredths of a mm.!! The force can be equated back to a weight of 1000Kg.
So if a weight of 1000Kg is applied to the cpc then it stretches 0.09mm, this is hardly going to affect the cross sectional area of the cpc.
Tthe force required to strip the TE is most likely to be around 100N, ie 10Kg, this will stretch the cpc by 0.0009mm. This will result in the cpc cross section changing very very very very very slightly.
Therefore using the cpc to strip TE is hardly going to affect the cross section of the cpc when using it to strip the outer sheath. This in turn will not affect the cpc resistance either.
I have seen this stated on various sites.
Yes this is true but the csa will only change very slightly due to the force applied.
Lets suppose we have a 1m length of TE with 1mm cpc.
Using stress/strain relationship for copper ( Young's modulus) then a force of 10000Newtons will be required to stretch the cpc by 0.09mm ie 9 hundredths of a mm.!! The force can be equated back to a weight of 1000Kg.
So if a weight of 1000Kg is applied to the cpc then it stretches 0.09mm, this is hardly going to affect the cross sectional area of the cpc.
Tthe force required to strip the TE is most likely to be around 100N, ie 10Kg, this will stretch the cpc by 0.0009mm. This will result in the cpc cross section changing very very very very very slightly.
Therefore using the cpc to strip TE is hardly going to affect the cross section of the cpc when using it to strip the outer sheath. This in turn will not affect the cpc resistance either.