Scaling Law and Physical Similitude for Buckling and Vibration of Antisymmetric Angle-ply Laminated Cylindrical Shells

Name: Variddhi Ungbhakorn

Organization : Chulalongkorn University. Department of Mechanical Engineering

Email : fmevub@eng.chula.ac.th

Name: Pairod Singhatanadgid

Organization : Chulalongkorn University. Department of Mechanical Engineering

Email : oairod.s@chula.ac.th

LCSH: Buckling (Mechanics)

LCSH: Engineering models

LCSH: Scaling law (Statistical physics)

keyword: Laminated plates

; Anti-symmetrically laminated

Abstract: The similitude invariants and scaling laws for the buckling and free vibration of antisymmetric angle-ply laminated circular cylindrical shells were derived by directly applying the similitude transformation to the governing differential equations of the problem considered. The scaling laws relate the buckling load and natural frequency of a model to those of a prototype when the similarity requirements between the two systems are fulfilled. In the absence of experimental data, the validity of the scaling laws was verified by calculating theoretically the buckling loads and fundamental frequencies of vibration of the model and substituting them into the scaling laws to yield values for the prototype, which were then compared with those directly computed for the prototype. The numerical studies show that for the case of complete similitude with various stacking sequence, number of plies, and radius ratio, the solution predicted by the similitude theory agree exactly with those obtained directly fron the theory. Some typical partial similitude cases were also investigated. It was demonstrated that the partial similitude model with distortion in stacking sequence is reliable for predicting the behavior of the prototype. On the other hand, models with distortion in material properties are not recommended because of the existence of large discrepancies in the predicted results.

Created: 2003

Issued: 2005-09-22

Modified: 2006-05-23

บทความ/Article

BibliograpyCitation : International Journal of Structural Stability and Dynamics Vol. 3, No. 4 (2003) : 567-583

eng

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