Artificial neural network-based analysis of effective crack model in concrete fracture

ABSTRACT Many non‐linear fracture models have been proposed by design codes and investigators to determine fracture parameters of cement‐based materials. To characterise failure of concrete structures, the effective crack model (ECM) needs two fracture parameters: the effective crack length ae and t...

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Bibliographic Details
Published inFatigue & fracture of engineering materials & structures Vol. 33; no. 9; pp. 595 - 606
Main Author INCE, R.
Format Journal Article
LanguageEnglish
Published Oxford, UK Blackwell Publishing Ltd 01.09.2010
Blackwell
Wiley Subscription Services, Inc
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Summary:ABSTRACT Many non‐linear fracture models have been proposed by design codes and investigators to determine fracture parameters of cement‐based materials. To characterise failure of concrete structures, the effective crack model (ECM) needs two fracture parameters: the effective crack length ae and the critical stress intensity factor . Nevertheless, ECM requires a closed‐loop testing system and the calculation of ae needs considerable computational effort. For this reason, ECM is simulated with an artificial neural network (ANN) in this study. The main benefit of using an ANN approach is that the network is built directly on experimental data by using the self‐organizing capabilities of the ANN. The presented fracture model was developed by utilising 464 noisy test data taken from the literature, which were obtained via different test methods in different laboratories. The results of an ANN‐based ECM look viable and very promising.
Bibliography:ark:/67375/WNG-5B72HXPP-0
istex:DBEF36EC8BAA53C91024A9058446E4476A946E44
ArticleID:FFE1469
ObjectType-Article-2
SourceType-Scholarly Journals-1
ObjectType-Feature-1
content type line 23
ISSN:8756-758X
1460-2695
DOI:10.1111/j.1460-2695.2010.01469.x