Finite element modelling of reinforced masonry walls under axial compression

2021 ◽  
pp. 113594
Author(s):  
Mohammad Asad ◽  
Tatheer Zahra ◽  
Julian Thamboo ◽  
Mengli Song
2021 ◽  
Vol 23 (2) ◽  
pp. 67-77
Author(s):  
Sugeng Wijanto ◽  
Takim Andriono ◽  
Jovita Tanudjaja

Unreinforced masonry (URM) walls, found in most historical buildings in Indonesia, are relatively brittle with wide variety of material properties. The behaviour of URM walls is very complex, especially when subjected to seismic excitation. In this research, a finite element modelling was set up in order to analyse the seismic performance of URM wall experimental test units, with and without strengthening material. The analysis was conducted using SAP2000 computer program. Three dimensional solids and springs as link connectors were assigned to represent the masonry behaviour. This research aims to compare results obtained from the computer analysis and the previously conducted laboratory experiments. The effectiveness of Kevlar fibre material, which was installed on both wall surfaces and modelled as truss element was also investigated. It was found that the failure mechanisms shown by the SAP2000 model was similar to the laboratory test results. The use of Kevlar Fibre as strengthening material was found able to significantly increase the stiffness and shear capacity of the URM wall.


2021 ◽  
Vol 254 ◽  
pp. 106481
Author(s):  
Jean-Patrick Plassiard ◽  
Ibrahim Alachek ◽  
Olivier Plé

2003 ◽  
Vol 81 (18-19) ◽  
pp. 1923-1930 ◽  
Author(s):  
A Nadjai ◽  
M O’Garra ◽  
F Ali

Structures ◽  
2021 ◽  
Vol 30 ◽  
pp. 910-924
Author(s):  
Satheeskumar Navaratnam ◽  
Julian Thamboo ◽  
Keerthan Poologanathan ◽  
Krishanu Roy ◽  
Perampalam Gatheeshgar

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