“…In the above fully plastic solutions for J and CTOD, h 1 and h 2 are dimensionless factors dependent upon crack size, component geometry and strain hardening properties. Chiodo and Ruggieri [25] provide further analyses of the fully plastic approach to evaluate J and CTOD in cracked configurations and discuss in detail the validity of the methodology under large scale yielding. In particular, they showed that a strong linear relationship between J and CTOD holds true for circumferentially cracked pipes under bending and large scale yielding conditions.…”
Section: J-ctod Relation Under Large Scale Yielding Based On Fully Plmentioning
confidence: 99%
“…Assuming again an elastic-plastic power hardening model to describe the true stress ðrÞ vs. true (logarithmic) strain ðÞ behavior in the form of previous Eq. (1) and employing the condition that the fully plastic crack-tip stresses, strains and displacements simply scale with the applied load, P, it can be shown that J and CTOD will be proportional to P nþ1 [6,[23][24][25]. Thus, the fully plastic solutions for J and CTOD can be expressed as…”
Section: J-ctod Relation Under Large Scale Yielding Based On Fully Plmentioning
“…In the above fully plastic solutions for J and CTOD, h 1 and h 2 are dimensionless factors dependent upon crack size, component geometry and strain hardening properties. Chiodo and Ruggieri [25] provide further analyses of the fully plastic approach to evaluate J and CTOD in cracked configurations and discuss in detail the validity of the methodology under large scale yielding. In particular, they showed that a strong linear relationship between J and CTOD holds true for circumferentially cracked pipes under bending and large scale yielding conditions.…”
Section: J-ctod Relation Under Large Scale Yielding Based On Fully Plmentioning
confidence: 99%
“…Assuming again an elastic-plastic power hardening model to describe the true stress ðrÞ vs. true (logarithmic) strain ðÞ behavior in the form of previous Eq. (1) and employing the condition that the fully plastic crack-tip stresses, strains and displacements simply scale with the applied load, P, it can be shown that J and CTOD will be proportional to P nþ1 [6,[23][24][25]. Thus, the fully plastic solutions for J and CTOD can be expressed as…”
Section: J-ctod Relation Under Large Scale Yielding Based On Fully Plmentioning
“…onde m é uma constante adimensional [28,1]. A componente plástica do CTOD é obtida de maneira análoga ao da Integral J, sendo definida por…”
Section: )unclassified
“…A relação constitutiva segue a teoria de escoamento de Mises e pequenas deformações (SGC) [1]. As análises consideram um material caracterizado por uma onde σ ys e ε ys são a tensão e deformação de referência (escoamento), e n denota o coeficiente de encruamento.…”
Section: Análises Elasto-plásticasunclassified
“…A avaliação do momento fletor aplicado para estrutura é realizada através da construção da relação ente momento fletor e deformação global aplicada para uma configuração não trincada [1,83]. A deformação global aplicada no duto é definida por: de trincas e níveis de dissimilaridade demonstram que:…”
Section: Estimativa Dos Tamanhos Toleráveis De Trincaunclassified
pela orientação, incentivo e suporte. Ao Prof. Zhiliang Zhang pelo acolhimento durante meu intercâmbio e por sua valorosa contribuição em meu trabalho.Aos meus pais José Martinho e Silvia Maria por serem meu alicerce e a minha irmã Marta que sempre me apoiou.A minha noiva Mariana Bovolon pelas palavras de motivação e apoio constante.Aos amigos do NAMEF:
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