A Comprehensive Review on Unreinforced and Reinforced Masonry Structures Modeling Strategies | ||
| The Egyptian International Journal of Engineering Sciences and Technology | ||
| Article 26, Volume 39, Issue 1, September 2022, Pages 13-24 PDF (1.01 M) | ||
| Document Type: Original Article | ||
| DOI: 10.21608/eijest.2022.116902.1126 | ||
| Authors | ||
| Mohamed Husain1; Mahmoud Zaghlal2; Alaa El-Din El-Sisi3; Samar Samy* 4 | ||
| 1Professor of Concrete Structures, Faculty of Engineering, Zagazig University, Egypt | ||
| 2Lecturer Structural Engineering Department, Faculty of Engineering, Zagazig University, Egypt | ||
| 3Assistant Research professor civil and environmental engineering, University of Missouri, USA; on research leave from Zagazig University, Egypt | ||
| 4Civil engineering, Higher Institute for engineering and technology in Mansoura, Tafahna Al-Ashraf, Ad Daqahliyah, Egypt. | ||
| Abstract | ||
| Masonry structures were the oldest known construction system since the dawn of ancient civilizations and have a great width between all the structures; it was designed commonly for the past 100 years worldwide. As it was commonly effective to resist compressive stresses, despite its weak tensile strength. From a geometrical point of view masonry was generally able to withstand lateral loads such as wind, seismic, and blast loads. In the last decades, the scientific interest towards fiber-reinforced polymers (FRP) requirements for masonry reinforcement on one side, especially in highly diversified Italian architectural heritage. The reinforcing technique is dependent on a high-strength fiber-reinforced polymers (FRP) network embedded into inorganic matrices, which recently was promoted for seismic modifying of brickwork buildings. The modeling techniques for modeling masonry could be classified into three types: detailed micro-modeling, simplified micro-modeling, and macro-modeling. In this paper the authors have reviewed some unreinforced and reinforced masonry structure modeling strategies and methods, mechanical behavior, and the influencing factors, now available in the technical literature. | ||
| Keywords | ||
| FRP; FINITE ELEMENT METHOD; MORTAR; BRICKS | ||
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