In this paper, a boundary element formulation for modelling pitch-catch damage detection applications is introduced. The current formulation has been validated by both finite element analyses and physical experiments. Comparing to the widely used finite element method, the current formulation does not only use less computational resources, but also demonstrates higher numerical stability.

Zou, F., Benedetti, I., Aliabadi, M.H. (2015). A Boundary Element Formulation for Modelling Structural Health Monitoring Applications. In Structural Health Monitoring 2015 - System Reliability for Verification and Implementation.

A Boundary Element Formulation for Modelling Structural Health Monitoring Applications

BENEDETTI, Ivano;
2015-01-01

Abstract

In this paper, a boundary element formulation for modelling pitch-catch damage detection applications is introduced. The current formulation has been validated by both finite element analyses and physical experiments. Comparing to the widely used finite element method, the current formulation does not only use less computational resources, but also demonstrates higher numerical stability.
1-set-2015
International Workshop on Structural Health Monitoring
Stanford University, Stanford, CA, USA
1-3 settembre 2015
X
2015
8
Zou, F., Benedetti, I., Aliabadi, M.H. (2015). A Boundary Element Formulation for Modelling Structural Health Monitoring Applications. In Structural Health Monitoring 2015 - System Reliability for Verification and Implementation.
Proceedings (atti dei congressi)
Zou, F; Benedetti, I; Aliabadi, MH
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Utilizza questo identificativo per citare o creare un link a questo documento: https://hdl.handle.net/10447/201231
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