Implementação computacional de um modelo de fissuração para o concreto baseado no método dos elementos finitos estendido (XFEM)
=== This master's thesis is concerned about computational implementation of amodel able to describe concrete behavior under cracking. The concrete cracked region is represented by a constitutive relation based on Cohesive Crack Model, while the undamaged bulk keeps a linear elastic response. T...
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| Format: | Others |
| Language: | Portuguese |
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Universidade Federal de Minas Gerais
2010
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| Online Access: | http://hdl.handle.net/1843/BUOS-95XFVL |