Crack identification of beam structures using homotopy continuation algorithm

DOI10.1080/17415977.2016.1141206zbMath1359.74211OpenAlexW2315224676MaRDI QIDQ2973995

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Publication date: 5 April 2017

Published in: Inverse Problems in Science and Engineering (Search for Journal in Brave)

Full work available at URL: https://doi.org/10.1080/17415977.2016.1141206

zbMATH Keywords

time domaincrack identificationresponse sensitivityhomotopy continuation algorithm

Mathematics Subject Classification ID

Related Items (1)

Identification of structural parameters including crack using one dimensional PZT patch model

Cites Work

• Hexahedral finite element with an open crack
• On the homotopy analysis method for nonlinear problems.
• Homotopy perturbation method: a new nonlinear analytical technique
• On the smoothed finite element method (Int. J. Numer. Meth. Engng2008;76:1285-1295 (DOI: 10.1002/nme.2460))
• Damage Detection in Structures Using Changes in Flexibility

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