Home > Research > Publications & Outputs > Accuracy of design sensitivity for optimization...
View graph of relations

Accuracy of design sensitivity for optimization of structural using small strain theory by finite element method

Research output: Contribution in Book/Report/Proceedings - With ISBN/ISSNConference contribution/Paperpeer-review

Published

Standard

Accuracy of design sensitivity for optimization of structural using small strain theory by finite element method. / Bhagate, Kiran A.; Pawar, Prashant; Singh , Arbind Kumar et al.
III European Conference on Computational Mechanics : Solids, Structures and Coupled Problems in Engineering: Book of Abstracts. ed. / C. A. Motasoares; J. A. C. Martins; H. C. Rodrigues; Jorge A. C. Ambrósio; C. A. B. Pina; C. M. Motasoares ; E. B. R. Pereira; J. Folgado. Berlin: Springer, 2006. p. 711-711.

Research output: Contribution in Book/Report/Proceedings - With ISBN/ISSNConference contribution/Paperpeer-review

Harvard

Bhagate, KA, Pawar, P, Singh , AK & Ye, J 2006, Accuracy of design sensitivity for optimization of structural using small strain theory by finite element method. in CA Motasoares, JAC Martins, HC Rodrigues, JAC Ambrósio, CAB Pina, CM Motasoares , EBR Pereira & J Folgado (eds), III European Conference on Computational Mechanics : Solids, Structures and Coupled Problems in Engineering: Book of Abstracts. Springer, Berlin, pp. 711-711. https://doi.org/10.1007/1-4020-5370-3_711

APA

Bhagate, K. A., Pawar, P., Singh , A. K., & Ye, J. (2006). Accuracy of design sensitivity for optimization of structural using small strain theory by finite element method. In C. A. Motasoares, J. A. C. Martins, H. C. Rodrigues, J. A. C. Ambrósio, C. A. B. Pina, C. M. Motasoares , E. B. R. Pereira, & J. Folgado (Eds.), III European Conference on Computational Mechanics : Solids, Structures and Coupled Problems in Engineering: Book of Abstracts (pp. 711-711). Springer. https://doi.org/10.1007/1-4020-5370-3_711

Vancouver

Bhagate KA, Pawar P, Singh AK, Ye J. Accuracy of design sensitivity for optimization of structural using small strain theory by finite element method. In Motasoares CA, Martins JAC, Rodrigues HC, Ambrósio JAC, Pina CAB, Motasoares CM, Pereira EBR, Folgado J, editors, III European Conference on Computational Mechanics : Solids, Structures and Coupled Problems in Engineering: Book of Abstracts. Berlin: Springer. 2006. p. 711-711 doi: 10.1007/1-4020-5370-3_711

Author

Bhagate, Kiran A. ; Pawar, Prashant ; Singh , Arbind Kumar et al. / Accuracy of design sensitivity for optimization of structural using small strain theory by finite element method. III European Conference on Computational Mechanics : Solids, Structures and Coupled Problems in Engineering: Book of Abstracts. editor / C. A. Motasoares ; J. A. C. Martins ; H. C. Rodrigues ; Jorge A. C. Ambrósio ; C. A. B. Pina ; C. M. Motasoares ; E. B. R. Pereira ; J. Folgado. Berlin : Springer, 2006. pp. 711-711

Bibtex

@inproceedings{66f22fda71d9469cb9f5c3ed804cd5c1,
title = "Accuracy of design sensitivity for optimization of structural using small strain theory by finite element method",
abstract = "Optimization of structures is always a fantasizing area for many researchers from past few decades. Many efforts have been taken in reducing the errors from the optimization process especially after advancement in computer faclities. The resulting structures are more efficient, economical and reliable. In traditional optimization techniques, the most important factor affecting on optimization process is the search direction which is the derivative of change in respose of structure due to change in design variables. This derivative is called as sensitivity derivative.Accuracy of sensitivity analysis is very much dependent on the method of structural analysis, technique of sensitivity calculation, computational efficiency etc. In this work, accuracy of sensitivity derivatives in elastic and plastic analyses are investigated on the basis of small strain theory. Combined with the Finite element method, which provides an excellent tool for the analysis of complex structures, the different techniques used for sensitivity calculations are finite difference method, semianalytical method and analytical method. Detail discussion of formulation and implementation of these methods are presented. Comparative study shows the relative error, cost of computation and efficiency of the above methods.From the results obtained, it can be stated that the finite difference method is the simplest technique that does not require access to the finite elemen analysis code and hence requires less efforts. However, this method is inefficient and less accurate. Analytical method is the most accurate method but its formulation and implementation is difficult as compared to other two metods. Semianalytical method is found to be a compromise of the two that results in more accurate solutions than from the finite diference method and is easy to implement as compared to the analytical method. The comparisons provide useful information for design engineers to decide a suitable method in the calculation of sensitivity erivatives for different structural optimization problems.",
author = "Bhagate, {Kiran A.} and Prashant Pawar and Singh, {Arbind Kumar} and Jianqiao Ye",
year = "2006",
doi = "10.1007/1-4020-5370-3_711",
language = "English",
isbn = "1402049943",
pages = "711--711",
editor = "Motasoares, {C. A. } and Martins, {J. A. C.} and Rodrigues, {H. C.} and Ambr{\'o}sio, {Jorge A. C. } and Pina, {C. A. B. } and {Motasoares }, {C. M. } and Pereira, {E. B. R. } and Folgado, {J. }",
booktitle = "III European Conference on Computational Mechanics",
publisher = "Springer",

}

RIS

TY - GEN

T1 - Accuracy of design sensitivity for optimization of structural using small strain theory by finite element method

AU - Bhagate, Kiran A.

AU - Pawar, Prashant

AU - Singh , Arbind Kumar

AU - Ye, Jianqiao

PY - 2006

Y1 - 2006

N2 - Optimization of structures is always a fantasizing area for many researchers from past few decades. Many efforts have been taken in reducing the errors from the optimization process especially after advancement in computer faclities. The resulting structures are more efficient, economical and reliable. In traditional optimization techniques, the most important factor affecting on optimization process is the search direction which is the derivative of change in respose of structure due to change in design variables. This derivative is called as sensitivity derivative.Accuracy of sensitivity analysis is very much dependent on the method of structural analysis, technique of sensitivity calculation, computational efficiency etc. In this work, accuracy of sensitivity derivatives in elastic and plastic analyses are investigated on the basis of small strain theory. Combined with the Finite element method, which provides an excellent tool for the analysis of complex structures, the different techniques used for sensitivity calculations are finite difference method, semianalytical method and analytical method. Detail discussion of formulation and implementation of these methods are presented. Comparative study shows the relative error, cost of computation and efficiency of the above methods.From the results obtained, it can be stated that the finite difference method is the simplest technique that does not require access to the finite elemen analysis code and hence requires less efforts. However, this method is inefficient and less accurate. Analytical method is the most accurate method but its formulation and implementation is difficult as compared to other two metods. Semianalytical method is found to be a compromise of the two that results in more accurate solutions than from the finite diference method and is easy to implement as compared to the analytical method. The comparisons provide useful information for design engineers to decide a suitable method in the calculation of sensitivity erivatives for different structural optimization problems.

AB - Optimization of structures is always a fantasizing area for many researchers from past few decades. Many efforts have been taken in reducing the errors from the optimization process especially after advancement in computer faclities. The resulting structures are more efficient, economical and reliable. In traditional optimization techniques, the most important factor affecting on optimization process is the search direction which is the derivative of change in respose of structure due to change in design variables. This derivative is called as sensitivity derivative.Accuracy of sensitivity analysis is very much dependent on the method of structural analysis, technique of sensitivity calculation, computational efficiency etc. In this work, accuracy of sensitivity derivatives in elastic and plastic analyses are investigated on the basis of small strain theory. Combined with the Finite element method, which provides an excellent tool for the analysis of complex structures, the different techniques used for sensitivity calculations are finite difference method, semianalytical method and analytical method. Detail discussion of formulation and implementation of these methods are presented. Comparative study shows the relative error, cost of computation and efficiency of the above methods.From the results obtained, it can be stated that the finite difference method is the simplest technique that does not require access to the finite elemen analysis code and hence requires less efforts. However, this method is inefficient and less accurate. Analytical method is the most accurate method but its formulation and implementation is difficult as compared to other two metods. Semianalytical method is found to be a compromise of the two that results in more accurate solutions than from the finite diference method and is easy to implement as compared to the analytical method. The comparisons provide useful information for design engineers to decide a suitable method in the calculation of sensitivity erivatives for different structural optimization problems.

U2 - 10.1007/1-4020-5370-3_711

DO - 10.1007/1-4020-5370-3_711

M3 - Conference contribution/Paper

SN - 1402049943

SN - 978-1402049941

SP - 711

EP - 711

BT - III European Conference on Computational Mechanics

A2 - Motasoares, C. A.

A2 - Martins, J. A. C.

A2 - Rodrigues, H. C.

A2 - Ambrósio, Jorge A. C.

A2 - Pina, C. A. B.

A2 - Motasoares , C. M.

A2 - Pereira, E. B. R.

A2 - Folgado, J.

PB - Springer

CY - Berlin

ER -