A perturbation approach to the nonlinear vibration of a damaged beam
2008 (English)In: AIP Conf. Proc., 2008, 1395-1402 p.Conference paper (Refereed)
The vibration characteristics of a cohesively cracked Euler-Bernoulli beam are investigated using the modified line-spring method. The crack plane is statically loaded in bending into the nonlinear region and small amplitude vibrations are superposed about this state. The deflection solution form is then separated into the zeroth order linear and first order nonlinear components. Several vibration characteristics such as deflection, slope and modal amplitude are studied as a function of the applied static moment.
Place, publisher, year, edition, pages
2008. 1395-1402 p.
, AIP Conference Proceedings, ISSN 0094-243X ; 975
Cohesive Zone, Cracked Beam, Nonlinear Beam Vibrations
IdentifiersURN: urn:nbn:se:kth:diva-154873DOI: 10.1063/1.2902598ISI: 000254553701064ScopusID: 2-s2.0-40849118405ISBN: 9780735404946OAI: oai:DiVA.org:kth-154873DiVA: diva2:759449
34th Annual Review of Progress in Quantitative Nondestructive Evaluation, 22-27 July 2007, Golden, CO, USA
QC 201410302014-10-302014-10-282014-10-30Bibliographically approved