V. Malaschenko, O. Strilets, V. Yankiv
Abstract. This article deals with the problem of shaft-hub connections rigidity and one way of solving it by using the new constructions of resilient keyed joints. Methods of experimental research of the resilient paral-lel keyed joints statics are described by showing de-pendences between their deformations, torque and sizes, and conclusions in comparison with theoretical research are made.
Key words: shaft-hub connection, resilient parallel key, torque transfer.