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Comparison of Damage Path Predictions for Composite Laminates by Explicit and Standard Finite Element Analysis ToolsSplitting, ultimate failure load and the damage path in center notched composite specimens subjected to in-plane tension loading are predicted using progressive failure analysis methodology. A 2-D Hashin-Rotem failure criterion is used in determining intra-laminar fiber and matrix failures. This progressive failure methodology has been implemented in the Abaqus/Explicit and Abaqus/Standard finite element codes through user written subroutines "VUMAT" and "USDFLD" respectively. A 2-D finite element model is used for predicting the intra-laminar damages. Analysis results obtained from the Abaqus/Explicit and Abaqus/Standard code show good agreement with experimental results. The importance of modeling delamination in progressive failure analysis methodology is recognized for future studies. The use of an explicit integration dynamics code for simple specimen geometry and static loading establishes a foundation for future analyses where complex loading and nonlinear dynamic interactions of damage and structure will necessitate it.
Document ID
20060017017
Acquisition Source
Langley Research Center
Document Type
Conference Paper
Authors
Bogert, Philip B.
(NASA Langley Research Center Hampton, VA, United States)
Satyanarayana, Arunkumar
(Swales Aerospace Hampton, VA, United States)
Chunchu, Prasad B.
(Eagle Aeronautics, Inc. Hampton, VA, United States)
Date Acquired
August 23, 2013
Publication Date
January 1, 2006
Subject Category
Composite Materials
Meeting Information
Meeting: 47th AIAA/ASME/ASCE/AHS/ASC Structures, Structural Dynamics, and Materials Conference
Location: Newport, RI
Country: United States
Start Date: May 1, 2006
End Date: May 4, 2006
Sponsors: American Society for Composites, American Society of Mechanical Engineers, American Helicopter Society, Inc., American Inst. of Aeronautics and Astronautics, American Society of Civil Engineers
Funding Number(s)
OTHER: 759-07-11
Distribution Limits
Public
Copyright
Public Use Permitted.
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