2000
DOI: 10.1002/(sici)1097-0207(20000420)47:11<1825::aid-nme820>3.0.co;2-6
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Stress recovery and error estimation for shell structures

Abstract: SUMMARYThe Penalized Discrete Least-Squares (PDLS) stress recovery (smoothing) technique developed for twodimensional linear elliptic problems [1][2][3] is adapted here to three-dimensional shell structures. The surfaces are restricted to those which have a 2-D parametric representation, or which can be built-up of such surfaces. The proposed strategy involves mapping the ÿnite element results to the 2-D parametric space which describes the geometry, and smoothing is carried out in the parametric space using t… Show more

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Cited by 14 publications
(5 citation statements)
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“…This methodology effectively enhances monitoring capabilities with a limited number of strain sensors and is not necessarily confined to planar problems. The SEA has demonstrated successful application to three-dimensional structures like curved shells [ 45 ] and stiffened panels [ 46 ]. Therefore, the integration of sensor placement optimization with strain pre-extrapolation in the implementation of the inverse finite element method can be extended to industrial systems, offering a practical and efficient choice for structural health monitoring (SHM) applications.…”
Section: Discussionmentioning
confidence: 99%
“…This methodology effectively enhances monitoring capabilities with a limited number of strain sensors and is not necessarily confined to planar problems. The SEA has demonstrated successful application to three-dimensional structures like curved shells [ 45 ] and stiffened panels [ 46 ]. Therefore, the integration of sensor placement optimization with strain pre-extrapolation in the implementation of the inverse finite element method can be extended to industrial systems, offering a practical and efficient choice for structural health monitoring (SHM) applications.…”
Section: Discussionmentioning
confidence: 99%
“…Based on experimental semivariogram, three different theoretical semivariogram modules as shown in Table 1 have been tested. In this study, the Gauss model with Δℎ = 25% of ℎ has been adopted to find the weight factor for the OK process explained in (2).…”
Section: Numerical Analysismentioning
confidence: 99%
“…The error assessment tools used in finite element analysis are well known and usually classified into two strategies: recovery-based error estimators and residual-type estimators [1,2]. Stress recovery procedures can be classified as local (i.e., element level), patch-based, and global.…”
Section: Introductionmentioning
confidence: 99%
“…* Corresponding author. During post-processing of analysis data, the recovery of solutions of higher accuracy can be local (or elemental), patch-based (or over a cluster of elements), and global [1]. To extract a smooth derivative field, averaging either projected or consistent nodal derivatives is an example of a patch-based scheme.…”
Section: Introductionmentioning
confidence: 99%