2019
DOI: 10.1007/978-981-13-8331-1_14
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Damage Localisation in Thin Plates Using the Inverse Finite Element Method

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Cited by 9 publications
(5 citation statements)
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“…The stable explicit time-step size of 8 2.5 10 t     is used for the PD analyses of both problem, which satisfies the stability condition given in Eq. (45). Therefore, the dynamic tensile and bending PD analyses are performed for 5000 and 20000 time steps in total, respectively.…”
Section: Bending Problemmentioning
confidence: 99%
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“…The stable explicit time-step size of 8 2.5 10 t     is used for the PD analyses of both problem, which satisfies the stability condition given in Eq. (45). Therefore, the dynamic tensile and bending PD analyses are performed for 5000 and 20000 time steps in total, respectively.…”
Section: Bending Problemmentioning
confidence: 99%
“…Particularly, the iQS4 element has recently gained a popularity for shape sensing applications on simple/complex geometries, e.g., ship and offshore structures [35][36][37][38][39] and stiffened aerospace panels [40][41], due to its merits for practical modelling of large-scale structures with low-cost sensor measurement and highly accurate displacement estimations [42][43]. Several studies have shown the superior applications of iFEM/iQS4 approach Coupling of peridynamics and inverse finite element method for shape sensing and crack propagation monitoring of plate structures for damage identification in monolithic/stiffened structures having isotropic/orthotropic material properties [44][45][46][47][48][49].…”
Section: Introductionmentioning
confidence: 99%
“…Moreover, the application of iFEM has been extended to geometrically non-linear problems in [36,37]. The success of these investigations has also prompted the use of iFEM for SHM applications, specifically for damage detection in metallic [38,39] and composite [40][41][42] structures, and more recently for damage prognosis [43,44]. A key limitation of the 2D iFEM is the need for a large number of strain measurements to generate accurate results, which can be resolved using an optimal selection of sensor locations [45][46][47] and strain pre-extrapolation to produce virtual measurement sites [48][49][50][51].…”
Section: Introductionmentioning
confidence: 99%
“…The iFEM can analyze both the static and dynamic response of a structure [23,28], in the linear and non-linear displacement regimes [29], without any prior knowledge of the structure's material properties or loading conditions. The use of iFEM for SHM has been demonstrated on simple beams using fiber optic strain measurements [30] and on thin plates using strain measurements from a grid of strain rosettes [31,32].…”
Section: Introductionmentioning
confidence: 99%