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Damage Detection of Steel-Concrete Composite Beam

Author(s): (Poznan University of Technology , Poznan , Poland)
(West Pomeranian University of Technology of Szczecin , Szczecin , Poland)
(West Pomeranian University of Technology of Szczecin , Szczecin , Poland)
(West Pomeranian University of Technology of Szczecin , Szczecin , Poland)
Medium: journal article
Language(s): English
Published in: Civil and Environmental Engineering Reports, , n. 3, v. 28
Page(s): 30-49
DOI: 10.2478/ceer-2018-0033
Abstract:

The paper presents analysis results of steel-concrete composite beams, identification and attempts to detect damage introduced in a discrete model. Analysis of damage detection was conducted using DDL (Damage, Detection, Localization), our own original algorithm. Changes of dynamic and static parameters of the model were analysed in damage detection. Discrete wavelet transform was used for damage localization in the model. Prior to ultimate analysis, two-tier identification of discrete model parameters based on experimental data was made. In identification procedure, computational software (Python, Abaqus, Matlab) was connected in automated optimization loops. Results positively verified the original DDL algorithm for damage detection in steel-concrete composite beams, which enables further analysis using experimental data.

Structurae cannot make the full text of this publication available at this time. The full text can be accessed through the publisher via the DOI: 10.2478/ceer-2018-0033.
  • About this
    data sheet
  • Reference-ID
    10705231
  • Published on:
    19/02/2023
  • Last updated on:
    19/02/2023
 
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