Enhanced Structural Damage Tolerance of CFRP Primary Structures by Z-Pin Reinforcement-Reference-Cited by-同舟云学术

Enhanced Structural Damage Tolerance of CFRP Primary Structures by Z-Pin Reinforcement

Published:2003-04-07 Issue: Volume: Page:
ISSN:
Container-title:44th AIAA/ASME/ASCE/AHS/ASC Structures, Structural Dynamics, and Materials Conference
language:
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Author:

Clarke Andrew,Greenhalgh Emile,Meeks Charlotte

Publisher

American Institute of Aeronautics and Astronautics

Link

http://arc.aiaa.org/doi/pdf/10.2514/6.2003-1679

Reference4 articles.

1. Wiggenraad J, Greenhalgh E & Olsson, R, `Design and Analysis of Stiffened Composite Panels for Damage Resistance and Tolerance', WCCM V, Fifth World Congress on Computational Mechanics, Vienna, Austria, July7-12, (2002).

2. Greenhalgh E, Meeks C, Clarke A, `Mechanical Evaluation of CFRP Stiffened Panels Designed for Impact Damage Tolerance DAMOCLES Task 5 Deliverable', QinetiQ Technical Report, QINETIQ/FST/SMC/TR023420, (2002).

3. Greenhalgh E, Meeks C, Clarke A, Thatcher J `The Performance of Post-Buckled CFRP Stringer-Stiffened Panels Containing Defects and Damage', 44th AIAA/ASME/ASCE/AHS/ASC Structures, Structural Dynamics and Composite Materials Meeting, Norfolk, Virginia, (2003) Parameter Plain (baseline) Z-pinned Z-pinned Buckling (no damage)

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