ΑΝΑΛΥΤΙΚΗ ΕΡΕΥΝΑ ΤΗΣ ΑΠΟΚΡΙΣΗΣ ΤΟΙΧΟΠΟΙΙΑΣ ΥΠΟ ΜΟΝΟΤΟΝΗ ΕΠΙΠΕΔΗ ΚΑΤΑΠΟΝΗΣΗ ΜΕΧΡΙΣ ΑΣΤΟΧΙΑΣ

THE STUDY DEALS WITH THE DEVELOPMENT OF A NON LINEAR ZP FINITE ELEMENT MICROMODEL FOR THE ANALYSIS OF UNREINFORCED MASONRY UNDER MONOTONIC IN-PLANE LOADING UNTIL FAILURE. THE MODEL IS CAPABLE OF SIMULATING DAMAGES IN MASONRY UNITS, MORTAR OR JOINTS AND PREDICTING BOTH JOINT OR COMPOSITE TYPE FAILURE DUE TO IN PLANESTRESSES IN CONJUNCTION WITH THE TRANSVERSE, SELF EQUILIBRATING, THIRD PRINCIPAL STRESSES. THE MODEL IS SUITABLE FOR ANY TYPE OF MASONRY BOND AND FOR ANY COMBINATION OF MECHANICAL PROPERTIES MORTAR AND SOLID MASONRY UNITS. IT IS OBVIOUSTHAT AIM OF THE MODEL IS NOT THE DIRECT ANALYSIS OF MASSIVE MASONRY STRUCTURESNEITHER THE ESTIMATION OF RULES BUT THE PREDICTION OF THE DAMAGING PROCESS ANDTHE MECHANICAL PROPERTIES (FAILURE ENVELOPES AND NON-LINEAR CONSTITUTIVE LOWS)OF MASONRY UNDER MONOTONIC LOADING UNTIL FAILURE.

Grantor dc:publisher

Aristotle University Of Thessaloniki (AUTH)

Year dc:date

1991

Authors dc:creator

• Ιγνατάκης, Χρήστος
• Ignatakis, Christos

• Αστοχία
• Μέθοδος πεπερασμένων στοιχείων
• Μη γραμμική συμπεριφορά
• Ρηγμάτωση
• Τοιχοποιίες
• ΤΡΙΑΞΟΝΙΚΕΣ ΕΠΙΦΑΝΕΙΕΣ ΑΣΤΟΧΙΑΣ
• ΤΡΙΑΞΟΝΙΚΟΙ ΚΑΤΑΣΤΑΤΙΚΟΙ ΝΟΜΟΙ
• Cracking
• Failure
• Finite elements method
• Masonry
• Non linear behavior
• TRIAXIAL CONSTITUTIVE LAWS
• TRIAXIAL FAILURE SURFACE
• Επιστήμες Μηχανικού και Τεχνολογία
• Επιστήμη Πολιτικού Μηχανικού
• Engineering and Technology
• Civil Engineering

Language dc:language

gre

Identifier

10.12681/eadd/1725

OAI identifier oai:identifier

oai:10442/1725