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  • The standard formulation of the cohesive crack model assumes that cohesive crack can develop anywhere in specimen or a structure, where an initiation criterion like overstepping of the tensile strength is reached. For simple model of bended beam, where a single cohesive crack is predetermined, the solution turns out to be inconsistent with preceding postulate. This paper investigates influence of this phenomenon on the model response by comparation with other techniques suitable for modelling fracture of quasi-brittle materials
  • The standard formulation of the cohesive crack model assumes that cohesive crack can develop anywhere in specimen or a structure, where an initiation criterion like overstepping of the tensile strength is reached. For simple model of bended beam, where a single cohesive crack is predetermined, the solution turns out to be inconsistent with preceding postulate. This paper investigates influence of this phenomenon on the model response by comparation with other techniques suitable for modelling fracture of quasi-brittle materials (en)
  • The standard formulation of the cohesive crack model assumes that cohesive crack can develop anywhere in specimen or a structure, where an initiation criterion like overstepping of the tensile strength is reached. For simple model of bended beam, where a single cohesive crack is predetermined, the solution turns out to be inconsistent with preceding postulate. This paper investigates influence of this phenomenon on the model response by comparation with other techniques suitable for modelling fracture of quasi-brittle materials (cs)
Title
  • Special aspects of fracture behaviour description of quasi-brittle materials usány cohesive crack model (en)
  • Speciální aspekty popisu lomového chování kvazikřehkých materiálů modelem kohezivní trhliny
  • Speciální aspekty popisu lomového chování kvazikřehkých materiálů modelem kohezivní trhliny (cs)
skos:prefLabel
  • Special aspects of fracture behaviour description of quasi-brittle materials usány cohesive crack model (en)
  • Speciální aspekty popisu lomového chování kvazikřehkých materiálů modelem kohezivní trhliny
  • Speciální aspekty popisu lomového chování kvazikřehkých materiálů modelem kohezivní trhliny (cs)
skos:notation
  • RIV/00216305:26110/11:PU97075!RIV12-MSM-26110___
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  • 231238
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  • RIV/00216305:26110/11:PU97075
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  • nebyla uváděna (en)
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  • [6003CCDE4D97]
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  • Brno
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  • Brno
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  • Víceúrovňový design pokrokových materiálů 2011
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  • Frantík, Petr
  • Pail, Tomáš
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  • Neuveden
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  • 978-80-87434-04-8
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  • 26110
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