Is the assumption on commonly used conversion between true and engineering stress for tensile testing wrong?

Is the assumption on commonly used conversion between true and engineering stress for tensile testing wrong?

When I Google conversion between engineering and true stress conversion, I found a ton of webpages using the following formula:

True strain = ln(1 + engineering strain)

True stress = (engineering stress) * exp(true strain) = (engineering stress) * (1 + engineering strain)

However, this stress conversion is only true when the material is fully incompressible (Poisson's ratio = .5). For plastics,  Possion's ratio is often around 0.3, current area * current length ≠ original area * original length, and therefore this equation is quite problematic.

Am I thinking wrong, or that this equation (that has been long used by the industry) wrong?

Thanks,

Shawn