2016
DOI: 10.1007/s11340-016-0188-4
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Reconstruction and Analysis of Impact Forces on a Steel-Beam-Reinforced Concrete Deck

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Cited by 23 publications
(22 citation statements)
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“…Regarding the reconstruction problem, the unknowns are the parameters of the selected load history model. Instead of identifying the load history at each sample time [3,4,6,7,27], the proposed approach consists in capturing specific impact parameters. However, the selected load history model should correctly represent the applied load history.…”
Section: Computational Efficiencymentioning
confidence: 99%
See 1 more Smart Citation
“…Regarding the reconstruction problem, the unknowns are the parameters of the selected load history model. Instead of identifying the load history at each sample time [3,4,6,7,27], the proposed approach consists in capturing specific impact parameters. However, the selected load history model should correctly represent the applied load history.…”
Section: Computational Efficiencymentioning
confidence: 99%
“…Mainly three regularization approaches have been developed, in time or frequency domain, to get a robust and accurate estimate of the solution. Firstly, the Truncated Singular Values Decomposition (TSVD) consists in removing the small singular values of the transfer matrix [3,4]. Leclère et al [3] used the TSVD to reconstruct dynamic loads acting in an operating diesel engine.…”
Section: Introductionmentioning
confidence: 99%
“…To generate the transfer function between each potential impact location (8 locations) and a PZT sensor, a set of known impact forces were first applied at each impact location and the resultant dynamic strains were collected by a single piezoceramic sensor. A complete procedure for establishing the transfer function can be found in previous studies [29,[35][36][37]. An impact force with unknown amplitude and location was then applied at one of the potential locations.…”
Section: Experimental Set-up and Proceduresmentioning
confidence: 99%
“…Tikhonov regularization [8] is also commonly employed to regularize the reconstruction problem. Khalori et al [9] used the L-curve method [10] to determine the optimal Tikhonov regularization parameter. They experimentally validated this technique to reconstruct impact loads applied on a steel-beam-reinforced concrete deck.…”
Section: Introductionmentioning
confidence: 99%