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Teaching-learning based optimization method considering buckling and slenderness restriction for space trusses

Teaching-learning based optimization method considering buckling and slenderness restriction for space trusses
Teaching-learning based optimization method considering buckling and slenderness restriction for space trusses
The structural performance of a building is a function of several parameters and constraints whose association may offer non unique solutions which, however, meet the design requirements. Therefore, an optimization routine is needed to determine the best solution within the set of available alternatives. In this study, the TLBO method was implemented for weight-based optimization of space trusses. The algorithm applies restrictions related to the critical buckling load as well as the slenderness ratio, which are the basis to obtain reliable and realistic results. To assess the capability of the TLBO method, two reference cases and a transmission tower are subjected to the optimization analysis. In the transmission tower analysis, however, a more realistic approach is adopted as it also considers, through a safety factor, the plastic behavior in the critical buckling load constraint. With no optimization, the ideal weight increases by 101.36% when the critical buckling load is considered in the first two cases, which is consistent with the expected behavior. If the slenderness of the elements is also restricted, the ideal weight now rises by 300.78% from the original case and by 99.04% from the case where only the critical buckling load restriction is applied. Now, considering the critical buckling load and slenderness restriction with the TLBO method applied, a 18.28% reduction in the ideal weight is verified. In fact, the proposed optimization procedure converged to a better solution than that of the reference study, which is based on the genetic algorithms method.
1816-112X
Kunz, F.F.
d622ce18-40db-4fb3-8a21-76925983f8e3
Santos, P.S.E.
ac239c34-3871-453c-b9a4-e427ef0d469c
Cardoso, E.U.
31078a1d-3321-471d-860a-209b773c2268
Rodríguez, R.Q.
7436f01f-0c50-4dd6-9711-916a8ecbaa68
Machado, L.Q.
333de39d-3cad-4576-99f0-6b5888cbda1e
Quispe, A.P.D.C.
eb1aea23-6fb9-4114-9850-1db0ea3efc25
Kunz, F.F.
d622ce18-40db-4fb3-8a21-76925983f8e3
Santos, P.S.E.
ac239c34-3871-453c-b9a4-e427ef0d469c
Cardoso, E.U.
31078a1d-3321-471d-860a-209b773c2268
Rodríguez, R.Q.
7436f01f-0c50-4dd6-9711-916a8ecbaa68
Machado, L.Q.
333de39d-3cad-4576-99f0-6b5888cbda1e
Quispe, A.P.D.C.
eb1aea23-6fb9-4114-9850-1db0ea3efc25

Kunz, F.F., Santos, P.S.E., Cardoso, E.U., Rodríguez, R.Q., Machado, L.Q. and Quispe, A.P.D.C. (2022) Teaching-learning based optimization method considering buckling and slenderness restriction for space trusses. Advanced Steel Construction. (doi:10.18057/IJASC.2022.18.1.3).

Record type: Article

Abstract

The structural performance of a building is a function of several parameters and constraints whose association may offer non unique solutions which, however, meet the design requirements. Therefore, an optimization routine is needed to determine the best solution within the set of available alternatives. In this study, the TLBO method was implemented for weight-based optimization of space trusses. The algorithm applies restrictions related to the critical buckling load as well as the slenderness ratio, which are the basis to obtain reliable and realistic results. To assess the capability of the TLBO method, two reference cases and a transmission tower are subjected to the optimization analysis. In the transmission tower analysis, however, a more realistic approach is adopted as it also considers, through a safety factor, the plastic behavior in the critical buckling load constraint. With no optimization, the ideal weight increases by 101.36% when the critical buckling load is considered in the first two cases, which is consistent with the expected behavior. If the slenderness of the elements is also restricted, the ideal weight now rises by 300.78% from the original case and by 99.04% from the case where only the critical buckling load restriction is applied. Now, considering the critical buckling load and slenderness restriction with the TLBO method applied, a 18.28% reduction in the ideal weight is verified. In fact, the proposed optimization procedure converged to a better solution than that of the reference study, which is based on the genetic algorithms method.

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More information

Accepted/In Press date: 25 May 2021
Published date: 1 January 2022

Identifiers

Local EPrints ID: 495752
URI: http://eprints.soton.ac.uk/id/eprint/495752
ISSN: 1816-112X
PURE UUID: e09eb86c-ad2e-4bae-908c-8d03c7bd9b61
ORCID for L.Q. Machado: ORCID iD orcid.org/0000-0002-7397-9737

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Date deposited: 21 Nov 2024 17:47
Last modified: 22 Nov 2024 03:07

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Contributors

Author: F.F. Kunz
Author: P.S.E. Santos
Author: E.U. Cardoso
Author: R.Q. Rodríguez
Author: L.Q. Machado ORCID iD
Author: A.P.D.C. Quispe

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