{"id":{"repo_id":"greece","oai_identifier":"oai:10442/1716"},"canonical_url":"https://search.dev.ndltd.org/etd/greece/oai:10442/1716","repository":{"repo_id":"greece","name":"Greek National Archive of PhD Theses","base_url":"https://phdtheses.ekt.gr/eadd_oai/request"},"display":{"title":"ΜΟΝΤΕΛΟ ΠΕΠΕΡΑΣΜΕΝΩΝ ΣΤΟΙΧΕΙΩΝ ΓΙΑ ΤΗΝ ΑΝΑΛΥΣΗ ΔΙΣΚΩΝ ΟΠΛΙΣΜΕΝΟΥ ΣΚΥΡΟΔΕΜΑΤΟΣ ΥΠΟ ΜΟΝΟΤΟΝΗ ΚΑΤΑΠΟΝΗΣΗ ΜΕΧΡΙΣ ΑΣΤΟΧΙΑΣ","abstract":"THE STUDY DEALS WITH THE DEVELOPMENT OF A NON LINEAR 2D FINITE ELEMENT MODEL FOR THE ANALYSIS OF REINFORCED CONCRETE UNDER MONOTONIC LOADING UNTIL FAILURE. THE MODEL IS EQUIPED WITH 2D SIMPLE TRIANGULAR FINITE ELEMENTS FOR THE CONCRETE, ONE- DIMENSIONAL ELEMENT FOR THE REINFORCEMENT AND SPECIAL LINKAGE ELEMENTS FORTHE REPRESENTATION OF BOND. THE MODEL INCLUDES ORIGINAL BIAXIAL NONLINEAR ISOTROPIC CONSTITUTIVE LAW FOR THE UNCRACKED CONCRETE, ORTHOTROPIC FOR THE CRACKED CONCRETE AND NONLINEAR RELATION BETWEEN BOND STRESSES AND THE RELATIVE (CONCRETE-STEEL) SLIP. THE MODEL IS CAPABLE OF REPRESENTING THE VARIOUS TYPES OF LOCAL DAMAGES OF REINFORCED CONCRETE UNTIL FAILURE. THE ABILITY OF THE ANALYTICAL MODEL IS PROVED BY SUCCESSFUL PARAMETRIC STUDIES OF VARIOUS REINFORCED CONCRETE STRUCTURAL ELEMENTS SUCH AS BEAMS, SHEAR WALLS, CORBELS, SLENDER AND SHORT COLUMNS ETC.","abstract_html":"THE STUDY DEALS WITH THE DEVELOPMENT OF A NON LINEAR 2D FINITE ELEMENT MODEL FOR THE ANALYSIS OF REINFORCED CONCRETE UNDER MONOTONIC LOADING UNTIL FAILURE. THE MODEL IS EQUIPED WITH 2D SIMPLE TRIANGULAR FINITE ELEMENTS FOR THE CONCRETE, ONE- DIMENSIONAL ELEMENT FOR THE REINFORCEMENT AND SPECIAL LINKAGE ELEMENTS FORTHE REPRESENTATION OF BOND. THE MODEL INCLUDES ORIGINAL BIAXIAL NONLINEAR ISOTROPIC CONSTITUTIVE LAW FOR THE UNCRACKED CONCRETE, ORTHOTROPIC FOR THE CRACKED CONCRETE AND NONLINEAR RELATION BETWEEN BOND STRESSES AND THE RELATIVE (CONCRETE-STEEL) SLIP. THE MODEL IS CAPABLE OF REPRESENTING THE VARIOUS TYPES OF LOCAL DAMAGES OF REINFORCED CONCRETE UNTIL FAILURE. THE ABILITY OF THE ANALYTICAL MODEL IS PROVED BY SUCCESSFUL PARAMETRIC STUDIES OF VARIOUS REINFORCED CONCRETE STRUCTURAL ELEMENTS SUCH AS BEAMS, SHEAR WALLS, CORBELS, SLENDER AND SHORT COLUMNS ETC.","abstract_has_math":false,"creators":["Σταυρακάκης, Εμμανουήλ"],"institution":"Aristotle University Of Thessaloniki (AUTH)","degree_name":null,"degree_level":null,"degree_discipline":null,"degree_department":null,"school":null,"contributors":[],"advisors":[],"committee_chairs":[],"committee_members":[],"year":1991,"date_issued":"1991","date_published":"1991","updated_at":"2026-07-24T02:25:05Z","subjects":["Αστοχία","ΚΑΤΑΣΤΑΤΙΚΟΣ ΝΟΜΟΣ ΥΠΟ ΔΙΑΞΟΝΙΚΗ ΚΑΤΑΠΟΝΗΣΗ","Μέθοδος πεπερασμένων στοιχείων","Μη γραμμική συμπεριφορά","Οπλισμένο σκυρόδεμα","Ρηγμάτωση","BIAXIAL CONSTITUTIVE LAWS","Cracking","Failure","Finite elements method","Non linear behavior","Reinforced concrete","Επιστήμες Μηχανικού και Τεχνολογία","Επιστήμη Πολιτικού Μηχανικού","Engineering and Technology","Civil Engineering"],"languages":["gre"],"rights":[],"rights_urls":[],"identifier_entries":[{"key":"dc:identifier","label":"Identifier","values":["10.12681/eadd/1716"],"render_values":[{"text":"10.12681/eadd/1716","href":"https://doi.org/10.12681/eadd/1716","code":true}]}]},"links":{"outbound_url":"http://hdl.handle.net/10442/hedi/1716","outbound_label":"Handle","outbound_source":"dc:identifier"},"metadata_groups":[{"id":"people","label":"People","entries":[{"key":"dc:creator","label":"Author","values":["Σταυρακάκης, Εμμανουήλ"]}]},{"id":"academic_context","label":"Academic Context","entries":[{"key":"dc:date","label":"Dc Date","values":["1991"]},{"key":"dc:publisher","label":"Institution","values":["Aristotle University Of Thessaloniki (AUTH)","Αριστοτέλειο Πανεπιστήμιο Θεσσαλονίκης (ΑΠΘ)"]},{"key":"dc:type","label":"Dc Type","values":["PhD Thesis"]}]},{"id":"subjects_keywords","label":"Subjects and Keywords","entries":[{"key":"dc:subject","label":"Dc Subject","values":["Αστοχία","ΚΑΤΑΣΤΑΤΙΚΟΣ ΝΟΜΟΣ ΥΠΟ ΔΙΑΞΟΝΙΚΗ ΚΑΤΑΠΟΝΗΣΗ","Μέθοδος πεπερασμένων στοιχείων","Μη γραμμική συμπεριφορά","Οπλισμένο σκυρόδεμα","Ρηγμάτωση","BIAXIAL CONSTITUTIVE LAWS","Cracking","Failure","Finite elements method","Non linear behavior","Reinforced concrete","Επιστήμες Μηχανικού και Τεχνολογία","Επιστήμη Πολιτικού Μηχανικού","Engineering and Technology","Civil Engineering"]}]},{"id":"language_rights","label":"Language and Rights","entries":[{"key":"dc:language","label":"Dc Language","values":["gre"]}]},{"id":"identifiers","label":"Identifiers","entries":[{"key":"dc:identifier","label":"Identifier","values":["10.12681/eadd/1716","http://hdl.handle.net/10442/hedi/1716"]}]},{"id":"additional","label":"Additional Metadata","entries":[{"key":"dc:description","label":"Description","values":["THE STUDY DEALS WITH THE DEVELOPMENT OF A NON LINEAR 2D FINITE ELEMENT MODEL FOR THE ANALYSIS OF REINFORCED CONCRETE UNDER MONOTONIC LOADING UNTIL FAILURE. THE MODEL IS EQUIPED WITH 2D SIMPLE TRIANGULAR FINITE ELEMENTS FOR THE CONCRETE, ONE- DIMENSIONAL ELEMENT FOR THE REINFORCEMENT AND SPECIAL LINKAGE ELEMENTS FORTHE REPRESENTATION OF BOND. THE MODEL INCLUDES ORIGINAL BIAXIAL NONLINEAR ISOTROPIC CONSTITUTIVE LAW FOR THE UNCRACKED CONCRETE, ORTHOTROPIC FOR THE CRACKED CONCRETE AND NONLINEAR RELATION BETWEEN BOND STRESSES AND THE RELATIVE (CONCRETE-STEEL) SLIP. THE MODEL IS CAPABLE OF REPRESENTING THE VARIOUS TYPES OF LOCAL DAMAGES OF REINFORCED CONCRETE UNTIL FAILURE. THE ABILITY OF THE ANALYTICAL MODEL IS PROVED BY SUCCESSFUL PARAMETRIC STUDIES OF VARIOUS REINFORCED CONCRETE STRUCTURAL ELEMENTS SUCH AS BEAMS, SHEAR WALLS, CORBELS, SLENDER AND SHORT COLUMNS ETC.","Η ΜΕΛΕΤΗ ΑΦΟΡΑ ΤΗΝ ΑΝΑΠΤΥΞΗ ΕΝΟΣ ΕΠΙΠΕΔΟΥ ΜΟΝΤΕΛΟΥ ΓΙΑ ΤΗΝ ΑΝΑΛΥΣΗ ΔΙΣΚΩΝ ΟΠΛΙΣΜΕΝΟΥ ΣΚΥΡΟΔΕΜΑΤΟΣ ΥΠΟ ΕΠΙΠΕΔΗ ΚΑΤΑΠΟΝΗΣΗ ΜΕΧΡΙΣ ΑΣΤΟΧΙΑΣ. ΔΙΑΘΕΤΕΙ ΤΡΙΓΩΝΙΚΑ ΠΕΠΕΡΑΣΜΕΝΑ ΣΤΟΙΧΕΙΑ ΓΙΑ ΤΟ ΣΚΥΡΟΔΕΜΑ, ΓΡΑΜΜΙΚΑ ΣΤΟΙΧΕΙΑ ΓΙΑ ΤΟΝ ΧΑΛΥΒΑ ΚΑΙ ΕΙΔΙΚΟΥΣ ΕΛΑΤΗΡΙΩΤΟΥΣ ΣΥΝΔΕΣΜΟΥΣ ΣΥΝΑΦΕΙΑΣ. ΔΙΑΘΕΤΕΙ ΕΠΙΣΗΣ ΠΡΩΤΟΤΥΠΟ ΜΗ ΓΡΑΜΜΙΚΟ ΙΣΟΤΡΟΠΟ ΚΑΤΑΣΤΑΤΙΚΟ ΝΟΜΟ ΓΙΑ ΤΟ ΥΓΙΕΣ ΣΚΥΡΟΔΕΜΑ ΚΑΙ ΟΡΘΟΤΡΟΠΟ ΓΙΑ ΤΟ ΡΗΓΜΑΤΩΜΕΝΟ, ΜΟΝΟΑΞΟΝΙΚΟ ΕΛΑΣΤΟΠΛΑΣΤΙΚΟ ΝΟΜΟ ΤΑΣΕΩΝ-ΠΑΡΑΜΟΡΦΩΣΕΩΝ ΓΙΑ ΤΟΝ ΧΑΛΥΒΑ ΚΑΙ ΜΗ ΓΡΑΜΜΙΚΟ ΝΟΜΟ ΟΛΙΣΘΗΣΗΣ- ΤΑΣΕΩΝ ΣΥΝΑΦΕΙΑΣ. ΕΤΣΙ ΤΟ ΜΟΝΤΕΛΟ ΜΠΟΡΕΙ ΝΑ ΑΝΑΠΑΡΑΣΤΗΣΕΙ ΟΛΟΥΣ ΤΟΥΣ ΤΥΠΟΥΣ ΑΣΤΟΧΙΑΣ ΠΟΥ ΑΠΑΝΤΩΝΤΑΙ ΣΕ ΕΠΙΠΕΔΑ ΔΟΜΙΚΑ ΣΤΟΙΧΕΙΑ Ο. Σ. ΥΠΟ ΜΟΝΟΤΟΝΗ ΕΠΙΠΕΔΗ ΚΑΤΑΠΟΝΗΣΗ ΜΕΧΡΙΣ ΑΣΤΟΧΙΑΣ. Η ΕΠΑΡΚΕΙΑ ΤΟΥ ΜΟΝΤΕΛΟΥ ΑΠΟΔΕΙΚΝΥΕΤΑΙ ΑΠΟ ΠΑΡΑΜΕΤΡΙΚΕΣ ΑΝΑΛΥΣΕΙΣ ΑΟΠΛΩΝ ΚΑΙ ΟΠΛΙΣΜΕΝΩΝ ΔΟΜΙΚΩΝ ΣΤΟΙΧΕΙΩΝ (ΑΟΠΛΑ ΔΟΚΙΜΙΑ ΣΚΥΡΟΔΕΜΑΤΟΣ, ΔΟΚΟΙ, ΤΟΙΧΩΜΑΤΑ, ΚΟΝΤΟΙ ΠΡΟΒΟΛΗ, ΣΤΥΛΟΙ)."]},{"key":"dc:title","label":"Title","values":["ΜΟΝΤΕΛΟ ΠΕΠΕΡΑΣΜΕΝΩΝ ΣΤΟΙΧΕΙΩΝ ΓΙΑ ΤΗΝ ΑΝΑΛΥΣΗ ΔΙΣΚΩΝ ΟΠΛΙΣΜΕΝΟΥ ΣΚΥΡΟΔΕΜΑΤΟΣ ΥΠΟ ΜΟΝΟΤΟΝΗ ΚΑΤΑΠΟΝΗΣΗ ΜΕΧΡΙΣ ΑΣΤΟΧΙΑΣ","FINITE ELEMENT MODEL FOR THE IN-PLANE ANALYSIS OF REINFORCED CONCRETE UNDER MONOTONIC LOADING UNTIL FAILURE"]}]}],"canonical_facts":{"dc:creator":["Σταυρακάκης, Εμμανουήλ"],"dc:date":["1991"],"dc:description":["THE STUDY DEALS WITH THE DEVELOPMENT OF A NON LINEAR 2D FINITE ELEMENT MODEL FOR THE ANALYSIS OF REINFORCED CONCRETE UNDER MONOTONIC LOADING UNTIL FAILURE. THE MODEL IS EQUIPED WITH 2D SIMPLE TRIANGULAR FINITE ELEMENTS FOR THE CONCRETE, ONE- DIMENSIONAL ELEMENT FOR THE REINFORCEMENT AND SPECIAL LINKAGE ELEMENTS FORTHE REPRESENTATION OF BOND. THE MODEL INCLUDES ORIGINAL BIAXIAL NONLINEAR ISOTROPIC CONSTITUTIVE LAW FOR THE UNCRACKED CONCRETE, ORTHOTROPIC FOR THE CRACKED CONCRETE AND NONLINEAR RELATION BETWEEN BOND STRESSES AND THE RELATIVE (CONCRETE-STEEL) SLIP. THE MODEL IS CAPABLE OF REPRESENTING THE VARIOUS TYPES OF LOCAL DAMAGES OF REINFORCED CONCRETE UNTIL FAILURE. THE ABILITY OF THE ANALYTICAL MODEL IS PROVED BY SUCCESSFUL PARAMETRIC STUDIES OF VARIOUS REINFORCED CONCRETE STRUCTURAL ELEMENTS SUCH AS BEAMS, SHEAR WALLS, CORBELS, SLENDER AND SHORT COLUMNS ETC.","Η ΜΕΛΕΤΗ ΑΦΟΡΑ ΤΗΝ ΑΝΑΠΤΥΞΗ ΕΝΟΣ ΕΠΙΠΕΔΟΥ ΜΟΝΤΕΛΟΥ ΓΙΑ ΤΗΝ ΑΝΑΛΥΣΗ ΔΙΣΚΩΝ ΟΠΛΙΣΜΕΝΟΥ ΣΚΥΡΟΔΕΜΑΤΟΣ ΥΠΟ ΕΠΙΠΕΔΗ ΚΑΤΑΠΟΝΗΣΗ ΜΕΧΡΙΣ ΑΣΤΟΧΙΑΣ. ΔΙΑΘΕΤΕΙ ΤΡΙΓΩΝΙΚΑ ΠΕΠΕΡΑΣΜΕΝΑ ΣΤΟΙΧΕΙΑ ΓΙΑ ΤΟ ΣΚΥΡΟΔΕΜΑ, ΓΡΑΜΜΙΚΑ ΣΤΟΙΧΕΙΑ ΓΙΑ ΤΟΝ ΧΑΛΥΒΑ ΚΑΙ ΕΙΔΙΚΟΥΣ ΕΛΑΤΗΡΙΩΤΟΥΣ ΣΥΝΔΕΣΜΟΥΣ ΣΥΝΑΦΕΙΑΣ. ΔΙΑΘΕΤΕΙ ΕΠΙΣΗΣ ΠΡΩΤΟΤΥΠΟ ΜΗ ΓΡΑΜΜΙΚΟ ΙΣΟΤΡΟΠΟ ΚΑΤΑΣΤΑΤΙΚΟ ΝΟΜΟ ΓΙΑ ΤΟ ΥΓΙΕΣ ΣΚΥΡΟΔΕΜΑ ΚΑΙ ΟΡΘΟΤΡΟΠΟ ΓΙΑ ΤΟ ΡΗΓΜΑΤΩΜΕΝΟ, ΜΟΝΟΑΞΟΝΙΚΟ ΕΛΑΣΤΟΠΛΑΣΤΙΚΟ ΝΟΜΟ ΤΑΣΕΩΝ-ΠΑΡΑΜΟΡΦΩΣΕΩΝ ΓΙΑ ΤΟΝ ΧΑΛΥΒΑ ΚΑΙ ΜΗ ΓΡΑΜΜΙΚΟ ΝΟΜΟ ΟΛΙΣΘΗΣΗΣ- ΤΑΣΕΩΝ ΣΥΝΑΦΕΙΑΣ. ΕΤΣΙ ΤΟ ΜΟΝΤΕΛΟ ΜΠΟΡΕΙ ΝΑ ΑΝΑΠΑΡΑΣΤΗΣΕΙ ΟΛΟΥΣ ΤΟΥΣ ΤΥΠΟΥΣ ΑΣΤΟΧΙΑΣ ΠΟΥ ΑΠΑΝΤΩΝΤΑΙ ΣΕ ΕΠΙΠΕΔΑ ΔΟΜΙΚΑ ΣΤΟΙΧΕΙΑ Ο. Σ. ΥΠΟ ΜΟΝΟΤΟΝΗ ΕΠΙΠΕΔΗ ΚΑΤΑΠΟΝΗΣΗ ΜΕΧΡΙΣ ΑΣΤΟΧΙΑΣ. Η ΕΠΑΡΚΕΙΑ ΤΟΥ ΜΟΝΤΕΛΟΥ ΑΠΟΔΕΙΚΝΥΕΤΑΙ ΑΠΟ ΠΑΡΑΜΕΤΡΙΚΕΣ ΑΝΑΛΥΣΕΙΣ ΑΟΠΛΩΝ ΚΑΙ ΟΠΛΙΣΜΕΝΩΝ ΔΟΜΙΚΩΝ ΣΤΟΙΧΕΙΩΝ (ΑΟΠΛΑ ΔΟΚΙΜΙΑ ΣΚΥΡΟΔΕΜΑΤΟΣ, ΔΟΚΟΙ, ΤΟΙΧΩΜΑΤΑ, ΚΟΝΤΟΙ ΠΡΟΒΟΛΗ, ΣΤΥΛΟΙ)."],"dc:identifier":["10.12681/eadd/1716","http://hdl.handle.net/10442/hedi/1716"],"dc:language":["gre"],"dc:publisher":["Aristotle University Of Thessaloniki (AUTH)","Αριστοτέλειο Πανεπιστήμιο Θεσσαλονίκης (ΑΠΘ)"],"dc:subject":["Αστοχία","ΚΑΤΑΣΤΑΤΙΚΟΣ ΝΟΜΟΣ ΥΠΟ ΔΙΑΞΟΝΙΚΗ ΚΑΤΑΠΟΝΗΣΗ","Μέθοδος πεπερασμένων στοιχείων","Μη γραμμική συμπεριφορά","Οπλισμένο σκυρόδεμα","Ρηγμάτωση","BIAXIAL CONSTITUTIVE LAWS","Cracking","Failure","Finite elements method","Non linear behavior","Reinforced concrete","Επιστήμες Μηχανικού και Τεχνολογία","Επιστήμη Πολιτικού Μηχανικού","Engineering and Technology","Civil Engineering"],"dc:title":["ΜΟΝΤΕΛΟ ΠΕΠΕΡΑΣΜΕΝΩΝ ΣΤΟΙΧΕΙΩΝ ΓΙΑ ΤΗΝ ΑΝΑΛΥΣΗ ΔΙΣΚΩΝ ΟΠΛΙΣΜΕΝΟΥ ΣΚΥΡΟΔΕΜΑΤΟΣ ΥΠΟ ΜΟΝΟΤΟΝΗ ΚΑΤΑΠΟΝΗΣΗ ΜΕΧΡΙΣ ΑΣΤΟΧΙΑΣ","FINITE ELEMENT MODEL FOR THE IN-PLANE ANALYSIS OF REINFORCED CONCRETE UNDER MONOTONIC LOADING UNTIL FAILURE"],"dc:type":["PhD Thesis"]},"updated_at":"2026-07-24T02:25:05Z"}