##plugins.themes.bootstrap3.article.main##

Brunno Emidio Sobrinho https://orcid.org/0000-0003-4407-7213 Gilberto Gomes https://orcid.org/0000-0002-8385-9042 Welington Vital da Silva https://orcid.org/0000-0001-5200-5995 Ramon Silva Erwin U. L. Palechor https://orcid.org/0000-0003-1409-1882 Luciano M. Bezerra https://orcid.org/0000-0002-5789-9649

Abstract

Problems involving errors and uncertainties from the use of numerical and experimental responses of beams using optimization processes have been studied by many researchers. In this field, to simulate the real behavior of structures, especially in problems involving damage, it is required to have reliable experimental results in order to adjust a numerical model. These difficulties may be associated for example to modeling the connection stiffness, support conditions, or relevant parameters in structures involving damages among others. This paper proposes a new methodology to detect damage in steel beams using the Differential Evolution Technique based on experimental and numerical data. The results show a great potential of the methodology to solve damage detection problems.

##plugins.themes.bootstrap3.article.details##

Section
Structural Integrity and Durability of Structures

How to Cite

Emidio Sobrinho, B., Gomes, G., Vital da Silva, W., Silva, R., U. L. Palechor, E. and M. Bezerra, L. (2020) “Differential Evolution Algorithm for Identification of Structural Damage in Steel Beams”, Frattura ed Integrità Strutturale, 14(52), pp. 51-66. doi: 10.3221/IGF-ESIS.52.05.