Comparison of the structural behaviour of monolithic and masonry obelisks: Obelisk of Theodosius and Walled Obelisk in Istanbul

Mostafa Hoseyni, Ömer Dabanli, Mehrdad Hejazi*

*Corresponding author for this work

Research output: Contribution to journalArticlepeer-review

1 Citation (Scopus)

Abstract

In this paper, the structural behaviour of the Obelisk of Theodosius and Walled Obelisk, located near the Sultan Ahmed Mosque in Istanbul, is investigated. The Obelisk of Theodosius is made of an integrated and solid red granite that stands on four pieces of bronze cubes and large pieces of stone cubes. The Walled Obelisk is made of small pieces of limestone that stand on only one large piece of stone cube, without bronze cubes. The purpose of this study is the comparison of the structural behaviour of these two obelisks and the effect of their supporting base on their performance under seismic loading. The nonlinear three-dimensional finite element method is used for modelling and the Willam-Warnke failure criterion is adopted for investigation of brittle fracture mechanism. The results of analysis show that the Walled Obelisk is more flexible than the Obelisk of Theodosius. However, the existence of four bronze cubes and four red granite cubes at the corners of the supporting base increases the flexibility of the Obelisk of Theodosius.

Original languageEnglish
Article number106744
JournalEngineering Failure Analysis
Volume142
DOIs
Publication statusPublished - Dec 2022

Bibliographical note

Publisher Copyright:
© 2022 Elsevier Ltd

Funding

This research was performed jointly by FSMVÜ KURAM and the Department of Civil Engineering of the University of Isfahan in the scope of EU's support for education, training, youth, and sport in KA107 ERASMUS + programme for academic year 2019/2020 (ID code: TR ISTANBU39 and University of Isfahan).

FundersFunder number
Department of Civil Engineering of the University of Isfahan
FSMVÜ KURAM

    Keywords

    • Brittle fracture mechanism
    • Comoressive crushing
    • Failure mechanisms
    • Finite element method
    • Obelisk of Theodosius
    • Seismic loading
    • Stone materials
    • Tensile cracking
    • Walled Obelisk
    • Willam-Warnke failure criterion

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