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  • This paper describes a combined fracture-plastic model. The fracture model is based on the classical orthotropic smeared crack formulation and crack band model. It employs Rankine failure criterion, exponential softening, and it can be used as rotated or fixed crack model. The hardening/softening plasticity model is based on Menetrey-Willam criterion. Special attention is given to the development of an algorithm for the combination of the two models. The model can simulate concrete cracking, crushing under high confinement and crack closure due to crushing in other material directions.
  • This paper describes a combined fracture-plastic model. The fracture model is based on the classical orthotropic smeared crack formulation and crack band model. It employs Rankine failure criterion, exponential softening, and it can be used as rotated or fixed crack model. The hardening/softening plasticity model is based on Menetrey-Willam criterion. Special attention is given to the development of an algorithm for the combination of the two models. The model can simulate concrete cracking, crushing under high confinement and crack closure due to crushing in other material directions. (en)
Title
  • Three-dimensional Combined Fracture Plastic Model including Creep and Rate Effect for Concrete
  • Three-dimensional Combined Fracture Plastic Model including Creep and Rate Effect for Concrete (en)
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  • Three-dimensional Combined Fracture Plastic Model including Creep and Rate Effect for Concrete
  • Three-dimensional Combined Fracture Plastic Model including Creep and Rate Effect for Concrete (en)
skos:notation
  • RIV/16050517:_____/02:0000007!RIV/2002/GA0/CERVC2/N
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  • P(GA103/99/0755)
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  • 666994
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  • RIV/16050517:_____/02:0000007
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  • strain softening;concrete material model;fractue;plasticity;finite element method (en)
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  • US - Spojené státy americké
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  • [2FD5508B258D]
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  • Computers & Structures
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  • Neuveden
http://linked.open...iv/tvurceVysledku
  • Červenka, Vladimír
  • Červenka, Jan
issn
  • 0045-7949
number of pages
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