Logo PUC-Rio Logo Maxwell
ETDs @PUC-Rio
Título: A BIDIMENSIONAL ADAPTATIVE FINITE ELEMENT ANALYSIS OF FRACTURE UNDER FATIGUE
Autor: CARLOS VITOR DE ALENCAR CARVALHO
Colaborador(es): LUIZ FERNANDO CAMPOS RAMOS MARTHA - Orientador
TULIO NOGUEIRA BITTENCOURT - Coorientador
Catalogação: 29/MAR/2001 Língua(s): PORTUGUESE - BRAZIL
Tipo: TEXT Subtipo: THESIS
Notas: [pt] Todos os dados constantes dos documentos são de inteira responsabilidade de seus autores. Os dados utilizados nas descrições dos documentos estão em conformidade com os sistemas da administração da PUC-Rio.
[en] All data contained in the documents are the sole responsibility of the authors. The data used in the descriptions of the documents are in conformity with the systems of the administration of PUC-Rio.
Referência(s): [pt] https://www.maxwell.vrac.puc-rio.br/projetosEspeciais/ETDs/consultas/conteudo.php?strSecao=resultado&nrSeq=1411&idi=1
[en] https://www.maxwell.vrac.puc-rio.br/projetosEspeciais/ETDs/consultas/conteudo.php?strSecao=resultado&nrSeq=1411&idi=2
[es] https://www.maxwell.vrac.puc-rio.br/projetosEspeciais/ETDs/consultas/conteudo.php?strSecao=resultado&nrSeq=1411&idi=4
DOI: https://doi.org/10.17771/PUCRio.acad.1411
Resumo:
This work describes a computational tool, based on the finite element method, for the analysis of structural and equipament components subjected to fatigue. Well-known empiric models were implemented for the fatigue life estimation of these components subjected to constant amplitude loading. In addition, three theories that determine the direction of propagation of the crack were implemented, allowing an automatic fracture propagation. The resulting system is generic in the sense that it can treat problems of arbritary geometry (2D) with generic loading (constant amplitude). It is precise in that it is based on a robust self-adaptive numerical procedure. And it is practical in that it is driven by the Engineer through a flexible interactive graphics interface that allows the visualization of the model and its results and responses at any time during the simulation.
Descrição: Arquivo:   
COMPLETE PDF