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.
JavaScript jest wyłączony w Twojej przeglądarce internetowej. Włącz go, a następnie odśwież stronę, aby móc w pełni z niej korzystać.