Computational implementation of the PPR potential-based cohesive model in ABAQUS: Educational perspective

Kyoungsoo Park; Glaucio H. Paulino

doi:10.1016/j.engfracmech.2012.02.007

Computational implementation of the PPR potential-based cohesive model in ABAQUS: Educational perspective

Kyoungsoo Park, Glaucio H. Paulino

Research output: Contribution to journal › Article › peer-review

197 Scopus citations

Abstract

A potential-based cohesive zone model, so called the PPR model, is implemented in a commercial software, e.g. ABAQUS, as a user-defined element (UEL) subroutine. The intrinsic cohesive zone modeling approach is employed because it can be formulated within the standard finite element framework. The implementation procedure for a two-dimensional linear cohesive element and the algorithm for the PPR potential-based model are presented in-detail. The source code of the UEL subroutine is provided in Appendix for educational purposes. Three computational examples are investigated to verify the PPR model and its implementation. The computational results of the model agree well with the analytical solutions.

Original language	English (US)
Pages (from-to)	239-262
Number of pages	24
Journal	Engineering Fracture Mechanics
Volume	93
DOIs	https://doi.org/10.1016/j.engfracmech.2012.02.007
State	Published - Oct 2012
Externally published	Yes

All Science Journal Classification (ASJC) codes

General Materials Science
Mechanics of Materials
Mechanical Engineering

Keywords

Cohesive element
Cohesive zone model
Crack propagation
PPR potential-based model

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10.1016/j.engfracmech.2012.02.007

Cite this

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title = "Computational implementation of the PPR potential-based cohesive model in ABAQUS: Educational perspective",

abstract = "A potential-based cohesive zone model, so called the PPR model, is implemented in a commercial software, e.g. ABAQUS, as a user-defined element (UEL) subroutine. The intrinsic cohesive zone modeling approach is employed because it can be formulated within the standard finite element framework. The implementation procedure for a two-dimensional linear cohesive element and the algorithm for the PPR potential-based model are presented in-detail. The source code of the UEL subroutine is provided in Appendix for educational purposes. Three computational examples are investigated to verify the PPR model and its implementation. The computational results of the model agree well with the analytical solutions.",

keywords = "Cohesive element, Cohesive zone model, Crack propagation, PPR potential-based model",

author = "Kyoungsoo Park and Paulino, {Glaucio H.}",

note = "Funding Information: Dr. Park acknowledges support from the National Research Foundation (NRF) of Korea through Grant Young Researchers #2011-0013393 . The information presented in this paper is the sole opinion of the authors and does not necessarily reflect the views of the sponsoring agency. ",

year = "2012",

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doi = "10.1016/j.engfracmech.2012.02.007",

language = "English (US)",

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pages = "239--262",

journal = "Engineering Fracture Mechanics",

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AU - Park, Kyoungsoo

AU - Paulino, Glaucio H.

N1 - Funding Information: Dr. Park acknowledges support from the National Research Foundation (NRF) of Korea through Grant Young Researchers #2011-0013393 . The information presented in this paper is the sole opinion of the authors and does not necessarily reflect the views of the sponsoring agency.

PY - 2012/10

Y1 - 2012/10

N2 - A potential-based cohesive zone model, so called the PPR model, is implemented in a commercial software, e.g. ABAQUS, as a user-defined element (UEL) subroutine. The intrinsic cohesive zone modeling approach is employed because it can be formulated within the standard finite element framework. The implementation procedure for a two-dimensional linear cohesive element and the algorithm for the PPR potential-based model are presented in-detail. The source code of the UEL subroutine is provided in Appendix for educational purposes. Three computational examples are investigated to verify the PPR model and its implementation. The computational results of the model agree well with the analytical solutions.

AB - A potential-based cohesive zone model, so called the PPR model, is implemented in a commercial software, e.g. ABAQUS, as a user-defined element (UEL) subroutine. The intrinsic cohesive zone modeling approach is employed because it can be formulated within the standard finite element framework. The implementation procedure for a two-dimensional linear cohesive element and the algorithm for the PPR potential-based model are presented in-detail. The source code of the UEL subroutine is provided in Appendix for educational purposes. Three computational examples are investigated to verify the PPR model and its implementation. The computational results of the model agree well with the analytical solutions.

KW - Cohesive element

KW - Cohesive zone model

KW - Crack propagation

KW - PPR potential-based model

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Computational implementation of the PPR potential-based cohesive model in ABAQUS: Educational perspective

Abstract

All Science Journal Classification (ASJC) codes

Keywords

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