Abstract
This paper is concerned with the dynamic response of a plane curved bar with varying cross-sections under a dynamic load working perpendicular to the plane comprizing the. center line. As numerical examples, time responses of displacement and bending moment are found for a symmetric semd-elliptic arc bar having varying cross-sections and clamped ends subjected to a step concentrated impact load. The behavior of responses due to variations of the cross-sections and the load point are clarified.
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