dc.contributor.author | Κουλογιάννης, Αναστάσιος | el |
dc.contributor.author | Koulogiannis, Anastasios | en |
dc.date.accessioned | 2022-06-16T10:36:08Z | |
dc.date.available | 2022-06-16T10:36:08Z | |
dc.identifier.uri | https://dspace.lib.ntua.gr/xmlui/handle/123456789/55290 | |
dc.identifier.uri | http://dx.doi.org/10.26240/heal.ntua.22988 | |
dc.rights | Αναφορά Δημιουργού-Μη Εμπορική Χρήση-Όχι Παράγωγα Έργα 3.0 Ελλάδα | * |
dc.rights.uri | http://creativecommons.org/licenses/by-nc-nd/3.0/gr/ | * |
dc.subject | Standard mortar | en |
dc.subject | Resistance | en |
dc.subject | Optimization | en |
dc.subject | Hydration | en |
dc.subject | Machine learning | en |
dc.title | Numerical optimization of a predictive model for the compressive strength of standard mortar | en |
dc.title | Αριθμητική βελτιστοποίηση ενός μοντέλου πρόβλεψης της θλιπτικής αντοχής ενός τυπικού κονιάματος | el |
heal.type | bachelorThesis | |
heal.classification | Structural engineering | en |
heal.language | en | |
heal.access | campus | |
heal.recordProvider | ntua | el |
heal.publicationDate | 2021-08-31 | |
heal.abstract | In the present work we will deal with the numerical optimization of a predictive model for the compressive strength of standard mortar based on the kinetics of hydration and the assembly of the phases, which was developed by the innovation center of Holcim. The goal of this work will be to optimize the code of the model to solve the memory leak problem and reduce the computation time during the reverse analysis on a large number of data, as well as its further development to include a new database with new thermodynamic data and new types of hydrates. We will also try to develop new models based on machine learning algorithms and compare their results and accuracy with the physical model. The ultimate goal of this work is to find the best descriptor for compressive strength, based on the assembly of the phases. This descriptor allows us an understandable physical modeling and satisfactory predictions of the compressive strength, for different types of compound cements, according to their chemical composition and fineness. | en |
heal.advisorName | Γιαννής, Γιώργος | el |
heal.committeeMemberName | Φραγκιαδάκης, Μιχαήλ | el |
heal.academicPublisher | Εθνικό Μετσόβιο Πολυτεχνείο. Σχολή Πολιτικών Μηχανικών. Τομέας Μεταφορών και Συγκοινωνιακής Υποδομής | el |
heal.academicPublisherID | ntua | |
heal.numberOfPages | 40 σ. | el |
heal.fullTextAvailability | false |
Οι παρακάτω άδειες σχετίζονται με αυτό το τεκμήριο: