In article , wrote: : : I am slightly puzzled by the oft repeated recommendation to :release blade tension between work sessions. : : I cannot see the harm in keeping a strip of steel :permanently tensioned to within a large fraction of its elastic :limit - after all this is exactly what they do when they tension :the steel wires in reinforced concrete girders. : : Looking at it another way - repeatedly taking steel strip :between low stress and high stress is a fine way to induce :fatigue cracks. : : With this in mind I keep my 4x6 blade permanently tensioned.
There's one potential "Gotcha!" with that. The blade heats up during use. The frame, not so much. If you tighten a blade that's been working hard, it's going to be overtensioned when it cools unless you relax the tension first.