ORIGINAL ARTICLE
Strength Parameters Of Masonry Walls In Modelling Historic Constructions
 
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Gdańsk University of Technology, Faculty of Civil and Environmental Engineering, Gdańsk, Poland
 
 
Online publication date: 2015-12-22
 
 
Publication date: 2015-09-01
 
 
Civil and Environmental Engineering Reports 2015;18(3):55-64
 
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ABSTRACT
The paper presents the determination of the basic material properties of a historic brickwork. Experimental studies were used to identify the basic material properties of bricks. The mechanical properties of the masonry, as an orthotropic homogenized material, were calculated. Then, numerical simulations using the Finite Element Method (FEM) were performed to verify the experimental outcomes. Macromodels with element sizes of 40, 20, 10 and 5 mm, and a micromodel with an element size of 5 mm were applied. The results were compared with experimental data and results available in literature.
 
REFERENCES (8)
1.
Augenti N., Parisi F.: Constitutive models for tuff masonry under uniaxial compression, Journal of Materials in Civil Engineering, 22, 11 (2010) 1102-1111.
 
2.
Lopez J., S. Oller S., Oñate E., Lubliner J.: A homogeneous constitutive model for masonry, International Journal for Numerical Methods in Engineering, 46, 10 (1999), 1651-1671.
 
3.
Matysek P., Witkowski M.: Badania wytrzymałości i odkształcalności XIX-wiecznych murów ceglanych, XXVI Konferencja Naukowo-Techniczna Awarie Budowlane, Międzyzdroje 2013, 183-190.
 
4.
Matysek P.: Uwagi o szacowaniu wytrzymałości murów zabytkowych na podstawie wytrzymałości cegieł i zaprawy, Materiały budowlane, 457, 9 (2010), 44-51.
 
5.
Modena C, Valluzzi MR, Tongini Folli R, Binda L. Design choices and intervention techniques for repairing and strengthening of the Monza cathedral bell-tower, Construction and Building Materials, 16, 7 (2002), 385-95.
 
6.
Page A.: Finite element model for masonry. Journal of the Structural Division, 104, 8 (1978), 1267-1285.
 
7.
Sieczkowski J., Szołomicki J.: Metody obliczeń statyczno-wytrzymałościowych sklepień w budowlach gotyckich, Wrocław, Oficyna Wydawnicza Politechniki Wrocławskiej 1999.
 
8.
Quinteros R., Oller, S., Nallim, L.: Nonlinear homogenization techniques to solve masonry structures problems. Composite Structures, 94, 2(2012), 724-730.
 
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ISSN:2080-5187
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