A NON-LOCAL ELASTO-PLASTIC MODEL TO DESCRIBE LOCALISATIONS OF DEFORMATION IN CONCRETE
The paper presents numerical simulations of behaviour of concrete elements subjected to uniaxial compression for plane strain. FE calculations are performed with two different elasto-plastic constitutive laws for concrete. Numerical results obtained suffer from mesh sensivity due to the presence of...
| Main Authors: | , |
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| Format: | Article |
| Language: | English |
| Published: |
Gdańsk University of Technology
2002-07-01
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| Series: | TASK Quarterly |
| Subjects: | |
| Online Access: | https://journal.mostwiedzy.pl/TASKQuarterly/article/view/2240 |