Details
| Original language | English |
|---|---|
| Title of host publication | Computational Plasticity |
| Subtitle of host publication | Fundamentals and Applications - Proceedings of the 8th International Conference on Computational Plasticity, COMPLAS VIII |
| Pages | 902-905 |
| Number of pages | 4 |
| Publication status | Published - 2005 |
| Event | 8th International Conference on Computational Plasticity: Fundamentals and Applications, COMPLAS VIII - Barcelona, Spain Duration: 5 Sept 2005 → 7 Sept 2005 |
Publication series
| Name | Computational Plasticity: Fundamentals and Applications - Proceedings of the 8th International Conference on Computational Plasticity, COMPLAS VIII |
|---|---|
| Number | PART 2 |
Abstract
A lot of methods were developed in the past for the computation of concrete cracking. Combining these mostly kinematical enriched finite element methods with a geometrical model is straightforward when dealing with load reversal and cyclic load cases. The Strong Discontinuity Approach is applied to model the localisations. Once these are fully developed within a finite element formulation, the element interfaces will be detached and a contact formulation might be needed to model the post-crack stales.
Keywords
- Crack propagation, Geometrical representation, Strong discontinuity approach
ASJC Scopus subject areas
- Computer Science(all)
- Computational Theory and Mathematics
- Mathematics(all)
- Theoretical Computer Science
Cite this
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Computational Plasticity: Fundamentals and Applications - Proceedings of the 8th International Conference on Computational Plasticity, COMPLAS VIII. 2005. p. 902-905 (Computational Plasticity: Fundamentals and Applications - Proceedings of the 8th International Conference on Computational Plasticity, COMPLAS VIII; No. PART 2).
Research output: Chapter in book/report/conference proceeding › Conference contribution › Research › peer review
}
TY - GEN
T1 - On the explicit simulation of concrete cracking using one enriched finite element method
AU - Reese, S. H.
AU - Wriggers, Peter
PY - 2005
Y1 - 2005
N2 - A lot of methods were developed in the past for the computation of concrete cracking. Combining these mostly kinematical enriched finite element methods with a geometrical model is straightforward when dealing with load reversal and cyclic load cases. The Strong Discontinuity Approach is applied to model the localisations. Once these are fully developed within a finite element formulation, the element interfaces will be detached and a contact formulation might be needed to model the post-crack stales.
AB - A lot of methods were developed in the past for the computation of concrete cracking. Combining these mostly kinematical enriched finite element methods with a geometrical model is straightforward when dealing with load reversal and cyclic load cases. The Strong Discontinuity Approach is applied to model the localisations. Once these are fully developed within a finite element formulation, the element interfaces will be detached and a contact formulation might be needed to model the post-crack stales.
KW - Crack propagation
KW - Geometrical representation
KW - Strong discontinuity approach
UR - http://www.scopus.com/inward/record.url?scp=84857153600&partnerID=8YFLogxK
M3 - Conference contribution
AN - SCOPUS:84857153600
SN - 849599979X
SN - 9788495999795
T3 - Computational Plasticity: Fundamentals and Applications - Proceedings of the 8th International Conference on Computational Plasticity, COMPLAS VIII
SP - 902
EP - 905
BT - Computational Plasticity
T2 - 8th International Conference on Computational Plasticity: Fundamentals and Applications, COMPLAS VIII
Y2 - 5 September 2005 through 7 September 2005
ER -