Linear Elastic Analyses of Masonry Walls

Year 2018, Volume: 13 Issue: 1, 55 - 59, 01.03.2018

Erkut Sayın Yusuf Calayır

Abstract

Masonry
structures are commonly used in many countries. Load bearing masonry walls are the most important structural element in the masonry structures. In this study, a computer program was
written in
MATLAB for
linear elastic analyses of masonry walls. In
addition, a mesh
program which
meshes the wall as two dimensional model was written in MATLAB. These
models were constituted with macro modelling approach. Three different load cases were applied to two
dimensional masonry model with opening. The
obtained results from the
linear elastic analysis were compared with ANSYS software results.

Keywords

Masonry walls, Linear elastic behaviour, Finite element method

References

• 1. Lourenco, P.B. (1996). Computational strategies for masonry structures, Delft University of Technology, Netherlands. 2. Lourenco, P.B. (1998). “Experimental and numerical issues in the modelling of the mechanical behaviour of masonry”, Structural Analysis of Historical Constructions II, Barcelona. 3. Building Census, (2000). State Institute of Statistics Prime Ministry Republic of Turkey, Ankara, Turkey. 4. Erdik, M. and Aydınoğlu, N. (2003). “Earthquake vulnerability of buildings in Turkey”, Third International Symposium on Integrated Disaster Risk Management, Kyota, 3-5 July 2003, Japan. 5. Rots, J.G. (1991). “Numerical simulation of cracking in structural masonry.” Heron, 36(2) , 49-63. 6. Sayın, E. (2009). Nonlinear static and dynamic analysis of masonry structures, Fırat University, Graduate School of Natural and Applied Sciences, (in Turkish). 7. ANSYS. (2015). Finite Element Software. Houston, TX, USA: Swanson Analysis System. Inc. 8. MATLAB. (2014). The MathWorks, Inc.