2001
DOI: 10.1002/nme.115
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Improvement of semi‐analytical design sensitivities of non‐linear structures using equilibrium relations

Abstract: SUMMARYThe accuracy problem of the semi-analytical method for shape design sensitivity analysis has been reported for linear and non-linear structures. The source of error is the numerical di erentiation of the element internal force vector, which is inherent to the semi-analytical approach. Such errors occur for structures whose displacement ÿeld is characterized by large rigid body rotations of individual elements. This paper presents a method for the improvement of semi-analytical sensitivities. The method … Show more

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Cited by 22 publications
(15 citation statements)
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“…This method has been successfully applied in the sensitivity computation of linear structures [36,37], of linearized buckling problems [38], as well as of geometrically non-linear structures [8,9,11], including the sensitivity of limit points. In the present work, this method will be extended in order to deal with non-linear bifurcation points.…”
Section: Reÿned Semi-analytical Methods (Rsam)mentioning
confidence: 99%
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“…This method has been successfully applied in the sensitivity computation of linear structures [36,37], of linearized buckling problems [38], as well as of geometrically non-linear structures [8,9,11], including the sensitivity of limit points. In the present work, this method will be extended in order to deal with non-linear bifurcation points.…”
Section: Reÿned Semi-analytical Methods (Rsam)mentioning
confidence: 99%
“…However, most of them deal only with limit points [5][6][7][8][9][10][11]. There are also works dealing with bifurcation points, but some of them do not speciÿcally address ÿnite element applications [12,13], while others are restricted to the semianalytical approach [2,3].…”
Section: Introductionmentioning
confidence: 99%
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“…Analogous to ÿrst order sensitivities, the right-hand side of (12) will be referred to as a so-called pseudo-load p p =f ; ij − K ; ij u − K ; j u ; i − K ; i u ; j (13) which is applied to the structure to solve the second order displacement sensitivities. In a SA formulation the pseudo-load vector will be evaluated by using ÿnite di erences.…”
Section: Second-order Design Sensitivitiesmentioning
confidence: 99%
“…The pseudo-load vector p e for second order SA design sensitivities is given by (13). In order to compute the error in the pseudo-load vector, both the analytical solution and the error in each term of the right-hand side of (13) must be computed.…”
Section: Analytical Beam Examplementioning
confidence: 99%