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Advanced numerical simulations in concrete mechanics
Authors:
- Andrzej Winnicki,
- Adam Wosatko,
- Michał Szczecina,
- Jerzy Pamin
Abstract
The paper focuses on the following three issues: deterministic size effect (Wosatko et al., 2018), punching shear failure for flat slabs without shear reinforcement (Wosatko et al., 2019) and frame corners under opening bending moment (Szczecina, 2018). Two material models are used for the analyses: a gradient enhanced damage model developed by authors (Wosatko et al., 2018) and Concrete Damaged Plasticity model (CDP) available in ABAQUS FEA.
- Record ID
- CUT22fda614a2ea4b339261c13260a477ef
- Publication categories
- ; ;
- Author
- Pages
- [1-32]
- Other elements of collation
- schem.; tab.; wykr.; Bibliografia (na s.) - [31-32]; Oznaczenie streszczenia - Abstr.
- Substantive notes
- Tyt. źródła wg inf. w nagłówku pdf
- Ścieżka dostępu: The 2019 International Conference on Computational Technologies in Concrete Structures (ICTCS19)/Keynote pepers/ Session W3F
- Book
- Choi Chang-Koon Chang-Koon Choi (eds.): Proceedings of the 2019 World Congress on Advances in Structural Engineering and Mechanics (ASEM19), Jeju Island, Korea, September 17-21, 2019, 2019, Yuseong, Daejeon, IASEM, [32] p., ISBN 978-89-89693-413-05530 (online)
- Keywords in English
- size effect, Concrete Damaged Plasticity model, a gradient enhanced damage model
- URL
- http://www.i-asem.org/asem19_publication.html Opening in a new tab
- Language
- eng (en) English
- License
- Score (nominal)
- 5
- Uniform Resource Identifier
- https://cris.pk.edu.pl/info/article/CUT22fda614a2ea4b339261c13260a477ef/
- URN
urn:pkr-prod:CUT22fda614a2ea4b339261c13260a477ef
* presented citation count is obtained through Internet information analysis, and it is close to the number calculated by the Publish or PerishOpening in a new tab system.