Characterizing Dynamic Transitions Associated with Snap-Through of Clamped Shallow Arches


Slender curved structures can often be found as components of complex structures in civil, mechanical, and aerospace systems. Under extreme loadings, a curved structure might undergo snap-through buckling, i.e., the structure is forced to its inverted configuration, inducing fatigue. Therefore, it is important to identify the stability boundaries of structures and to obtain an accurate description of their performance if the response moves beyond those boundaries. In this paper, a combined experimentalヨcomputational framework is used to analyze the transient behavior of clamped-clamped shallow arches. We examine, both experimentally and using Finite Element Analysis (FEA), the response of shallow arches under harmonic distributed loading. Various types of responses are identified and regions in the forcing parameter space that lead to snap-through and chaotic responses are determined.

Journal article

Chandra, Yenny, Wiebe, Richard, Stanciulescu, Ilinca, et al.. "Characterizing Dynamic Transitions Associated with Snap-Through of Clamped Shallow Arches." Journal of Sound and Vibration, 332, no. 22 (2013) Elsevier: 5837-5855.

Forms part of
This is an author's peer-reviewed final manuscript, as accepted by the publisher. The published article is copyrighted by Elsevier.
Link to license
Citable link to this page