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Ιδρυματικό Αποθετήριο [SANDBOX]
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| URI | http://purl.tuc.gr/dl/dias/41F09994-FFD3-4D50-9D61-8B623C8EE0C6 | - |
| Αναγνωριστικό | 10.1080/15583058.2017.1377313 | - |
| Αναγνωριστικό | https://www.tandfonline.com/doi/full/10.1080/15583058.2017.1377313 | - |
| Γλώσσα | en | - |
| Μέγεθος | 16 pages | en |
| Τίτλος | Characterization of pozzolanic lime mortars used as filling material in shaped grooves for restoring member connections in ancient monuments | en |
| Δημιουργός | Kaklis Konstantinos | en |
| Δημιουργός | Κακλης Κωνσταντινος | el |
| Δημιουργός | Mavrigiannakis Stelios | en |
| Δημιουργός | Μαυριγιαννακης Στελιος | el |
| Δημιουργός | Agioutantis Zacharias | en |
| Δημιουργός | Αγιουταντης Ζαχαριας | el |
| Δημιουργός | Maravelaki Pagona | en |
| Δημιουργός | Μαραβελακη Παγωνα | el |
| Εκδότης | Taylor & Francis | en |
| Περίληψη | This article presents a set of mechanical characteristics for a pozzolanic mortar consisting of hydrated lime and metakaolin, which is used as filler between metallic connectors and marble blocks during restoration activities of ancient monuments in Greece. Mechanical properties include the uniaxial and triaxial compressive strength, the indirect tensile strength, the bending strength, the elastic modulus and Poisson’s ratio, and a shear failure criterion. Cored cylindrical specimens are used for determining the uniaxial and triaxial compressive behavior and the indirect tensile strength of the mortar, thus ensuring the repeatability of the experimental results. The triaxial tests indicated a plastic behavior of the mortars under study, enabling them to perform well in conditions of high shear forces. Calcite and hydraulic components formed in the setting procedure contributed to the plasticity of the final mortar. The mechanical properties that were developed can be utilized to model material behavior and failure under conditions of confined or triaxial loading. The development of a shear failure criterion for a pozzolanic mortar is a substantial accomplishment that has not been previously reported in the international literature. | en |
| Τύπος | Peer-Reviewed Journal Publication | en |
| Τύπος | Δημοσίευση σε Περιοδικό με Κριτές | el |
| Άδεια Χρήσης | http://creativecommons.org/licenses/by/4.0/ | en |
| Ημερομηνία | 2019-10-07 | - |
| Ημερομηνία Δημοσίευσης | 2017 | - |
| Θεματική Κατηγορία | Indirect tensile strength | en |
| Θεματική Κατηγορία | Pozzolanic mortars | en |
| Θεματική Κατηγορία | Shear strength | en |
| Θεματική Κατηγορία | Triaxial compressive strength | en |
| Θεματική Κατηγορία | Uniaxial compressive strength | en |
| Βιβλιογραφική Αναφορά | K.N. Kaklis, S.P. Maurigiannakis, Z.G. Agioutantis and P. Maravelaki-Kalaitzaki, "Characterization of pozzolanic lime mortars used as filling material in shaped grooves for restoring member connections in ancient monuments," Int. J. Archit. Herit., vol. 12, no. 1, pp. 75-90, Nov. 2017. doi: 10.1080/15583058.2017.1377313 | en |
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