The dynamic response of flexible beams, plates, and solids undergoing arbitrary spatial motions are systematically derived via a unified approach. This formulation is capable of incorporating arbitrary representation of the kinematics of deformation, phenomenon of dynamic stiffening, and complete nonlinear interaction between elastic- and rigid-body dynamics encountered in constrained multibody systems. It is shown that the present theory captures the phenomenon of dynamic stiffening due to the transfer of the axial and membrane forces to the bending equations of beams and plates, respectively. Examples are presented to illustrate the proposed formulations.
|Original language||English (US)|
|Title of host publication||13th Biennial Conference on Mechanical Vibration and Noise|
|Subtitle of host publication||Machinery Dynamics and Element Vibrations|
|Publisher||American Society of Mechanical Engineers (ASME)|
|Number of pages||10|
|State||Published - 1991|
|Event||ASME 1991 Design Technical Conferences, DETC 1991 - Miami, United States|
Duration: Sep 22 1991 → Sep 25 1991
|Name||Proceedings of the ASME Design Engineering Technical Conference|
|Conference||ASME 1991 Design Technical Conferences, DETC 1991|
|Period||9/22/91 → 9/25/91|
Bibliographical notePublisher Copyright:
© 1991 American Society of Mechanical Engineers (ASME). All rights reserved.