Friday, September 29th, 2023. Time: 10 a.m.
Hybrid – O.C. Zienkiewicz Conference Room, C1 Building, UPC Campus Nord, Barcelona
ABSTRACT
A new formulation for the displacement-only partitioned equations of motion for linear structures presented in Part I is summarized as
???? ????Ģ = ????????( ???? − ???? ????) (1)
Where ( ????Ģ, ????, ????) the partitioned accelerations, partitioned displacements and partitioned applied forces acting on each partition, (M, K) are block-diagonal partitioned mass and stiffness
matrices, and Pd is the coupling projector.
Part II presents initial applications of the proposed formulation as applied to unconditionally stable explicit-implicit transient analysis, static parallel analysis in an iterative solution mode; reduced-order modeling (component mode synthesis); localized damage identification which can pinpoint damage locations. Part II ends with potential additional applications such as multuphysics modeling and solution methods, optimization and active vibration/noise control, etc.
References
- Park, K. C., González, J. A., Park, Y. H., Shin, S.J., Kim, J. G., Maute, K. K., Farhat, C. and Felippa, C. A. Displacement-based partitioned equations of motion for structures: formulation and proof-of-concept applications. http://doi.org/10.1002/nme.7334
SPEAKER
K. C. Park, Department of Ann and H. J. Smead Aerospace Engineering Sciences, University of Colorado, Boulder CO, USA
Severo Ochoa Seminar Programme 2023
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