Examples are given of time dependent prestress losses in prestressed concretestructures caused by friction, creep, shrinkage and relaxation. The total losses varywith time and is often between 10 to 25 % after 50 years. The variation of resultsbetween different assessment and monitoring methods is considerable and more workis needed.
This publication is an appendix to the main report "Effekter av tidsberoende deformationer på anläggningskonstruktioner: Slutrapport"