NASA Logo

NTRS

NTRS - NASA Technical Reports Server

Back to Results
A new ply model for interlaminar stress analysisAn accurate estimate of interlaminar stresses is crucial to understanding, as well as predicting, many delamination-related failures in composite materials. A new model for ply-level sublaminate analysis is presented and applied. The homogeneous plate theory developed earlier by the authors (Valisetty and Rehfield, 1983) is further refined, and the equations are reduced appropriately for the classical finite-width free-edge laminate elasticity problem and a related delamination crack growth problem. It is applied to the laminate on a ply-by-ply basis. This theory incorporates all the essential physical effects and appears to be an adequate model for predicting the behavior of individual layers in equilibrium. On the basis of the number of equations and boundary conditions required for the implementation of layer equilibrium, this theory also appears to be the simplest of its kind presented so far. The stress induced in the free-edge region of a (0,90,90,0) laminate in uniform extension and the energy release rates for the delamination between the -30 deg and 90 deg plies of a (+, -30,+, -30, 90,90)s laminate are computed using the new analysis. The results are in excellent agreement with the existing numerical solutions. The new ply behavioral model appears to be very promising; it yields stresses and displacements that are statically and kinematically compatible at interlaminar surfaces.
Document ID
19860035891
Acquisition Source
Legacy CDMS
Document Type
Conference Proceedings
Authors
Rao Valisetty, R.
(NASA Lewis Research Center Cleveland, OH, United States)
Rehfield, L. W.
(Georgia Institute of Technology Atlanta, United States)
Date Acquired
August 12, 2013
Publication Date
January 1, 1985
Subject Category
Composite Materials
Accession Number
86A20629
Funding Number(s)
CONTRACT_GRANT: AF-AFOSR-83-0056
CONTRACT_GRANT: AF-AFOSR-82-0080
Distribution Limits
Public
Copyright
Other

Available Downloads

There are no available downloads for this record.
No Preview Available