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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.
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- Accepted or Published Version
- DOI:
- Digital Object Identifier (open in new tab) 10.1515/ceer-2015-0036
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- Category:
- Articles
- Type:
- artykuły w czasopismach recenzowanych i innych wydawnictwach ciągłych
- Published in:
-
Civil and Environmental Engineering Reports
no. 18,
edition 3,
pages 55 - 63,
ISSN: 2080-5187 - Language:
- English
- Publication year:
- 2015
- Bibliographic description:
- Gołębiewski M., Lubowiecka I., Kujawa M.: Strength parameters of masonry walls in modelling historic constructions// Civil and Environmental Engineering Reports. -Vol. 18., iss. 3 (2015), s.55-63
- DOI:
- Digital Object Identifier (open in new tab) 10.1515/ceer-2015-0036
- Verified by:
- Gdańsk University of Technology
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