Search
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.
Citations
-
2
CrossRef
-
0
Web of Science
-
0
Scopus
Authors (3)
Cite as
Full text
download paper
downloaded 23 times
- Publication version
- Accepted or Published Version
- DOI:
- Digital Object Identifier (open in new tab) 10.1515/ceer-2015-0036
- License
-
open in new tab
Keywords
Details
- 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
seen 134 times
Recommended for you
Multidisciplinary approach to the assessment of historic structures based on the case of a masonry bridge in Galicia (Spain)
- I. Lubowiecka,
- P. Arias,
- B. Riveiro
- + 1 authors
2011