Title: Life Prediction of Composite Materials and Structures
1Life Prediction of Composite Materials and
Structures
- Scott Case
- Materials Response Group
- Virginia Tech
- Blacksburg, VA 24061-0219
2Life Prediction Definitions
- Life
- time/cycles/history to failure of component
- failure - of suitability for service, based on
measurement of stiffness, strength, properties,
appearance, ... - component - may be structure, element, joint,
bond, sub-element, ...
3Necessity for life prediction (or Why go to all
this trouble?)
- To certify structures for service
- Lack of life prediction techniques is currently
viewed as the single biggest limitation to the
use of composite in civil infrastructure - To reduce the need for experimental testing
- To design new components or structures (what if
studies) - To warranty existing or new products
4Life Prediction Issues
- Basic Issues
- Understanding physical degradation processes at
the basic level - Modeling physical rate processes
- Establishing independent physical observables
that track the processes - Modeling the effect of combined processes
- Validation of models on real structures
5Life Prediction Problem Elements
- Elements of the problem
- Physical behavior damage and failure modes
- Modeling discrete events, multiple processes
- Measurements independent observables as inputs
to the models - Life prediction extensions, generalizations,
accelerations of laboratory experience
6Objectives
- To develop a life-prediction method based on
remaining strength that may be applied to
composite structures - To validate the method by comparing with existing
experimental evidence
7Basic Assumptions
- Strength (and, as a result, life) of material
systems is controlled by - Statistical accumulation of flaws subsequent
interaction of flaws - Large changes in material states and stress
states - Highly local level behavior (on the fiber/matrix
scale)
8Damage in Composite LaminatesIM7/K3B laminates
(room temperature 65UTS)
10000 cycles
20000 cycles
9Stiffness Changes IM7/K3B laminates (room
temperature 65UTS)
10Stiffness Changes IM7/K3B laminates (177C
65UTS)
11The use of remaining strength as a state variable
- Track remaining strength during fatigue process
- Define a scalar failure function based upon
tensor strength and stresses use this failure
function for calculations - May include the effects of changing loading
conditions - May be directly validated experimentally, unlike
Miners rule
Residual Strength
12The use of remaining strength as a state variable
- Track remaining strength during fatigue process
- Define a scalar failure function based upon
tensor strength and stresses use this failure
function for calculations - May include the effects of changing loading
conditions - May be directly validated experimentally, unlike
Miners rule
Residual Strength
13The use of remaining strength as a state variable
- Track remaining strength during the fatigue
process - Define a scalar failure function based upon
tensor strength and stresses use this failure
function for calculations - May include the effects of changing loading
conditions - May be directly validated experimentally, unlike
Miners rule
Residual Strength
Sult
Stress or Strength
Life Curve
N1
N2
Cycles
14Mathematical Representation
- Define a failure criterion, Fa, and a remaining
strength in terms of that failure criterion, Fr - Define a generalized time (for example n/N)
- From kinetics we have the change in remaining
strength over the interval - Fa is constant over
- For the special case in which is equal to zero
- Some possible choices for failure criteria
- Maximum stress/strain
- Tsai-Hill/Tsai-Wu
15Mathematical Representation
- Calculate change in remaining strength over the
interval - Calculate number of cycles required for failure
16Life Prediction Interactive Effects
- Modeling combined, interactive effects
- MRLife
17Models Employed
- Modeling currently included in analysis
- MRLife
- Viscoelastic creep--linear TTSP based upon
constant applied stress - Stiffness reduction due to microcracking
including continuum damage mechanics (Talreja) - Creep rupture--degradation of strength
- Delamination growth based on strain energy
release rate (OBrien) - Anisotropic elasticity solution for a plate
containing a hole (Lekhnitskii) with stress
redistribution due to damage - Life equations for the critical element
- Rate equations for degradation processes
- Moisture diffusion solution
- Remaining strength equation
18Characterize Fatigue Effect(Unidirectional
AS-4/PPS Composites)
- Fatigue Tests at 25C
- R 0.1
- f 10 Hz
- Fit data with S-N Curve
19Characterize Temperature Effect
- Tensile rupture tests at 90 C
- Fit data with Kachanov-type curve
20Predict Elevated Temperature Fatigue Behavior
- Fatigue behavior accurately predicted at 90C, R
0.1 - Validates the life prediction technique for this
case
21Sponsors of Durability Activities
- NASA Langley - life prediction for high
temperature polymer composites - Pratt and Whitney - high-T PMCs
- Halliburton (Wellstream) - life prediction for
flexible risers - Goodyear - truck tire durability
- McDermott Technologies - hot gas filters radiant
burners development of new materials (CMCs) - Martin Marietta - continuous fiber CMCs, time
dependence - Taylor Made Golf - composite golf shafts
- Boise Cascade - building product (using recylced
materials) - Owens Corning - shingles, pipe, tension members
- Strongwell - infrastructure applications (bridge
and bridge deck) - Federal Highway Administration - bridge and
bridge deck - National Science Foundation - durability of
composites for infrastructure applications - Johnson Johnson - bioprosthetic devices
22Ongoing/Future work
- Refine analysis to eliminate discrepancies
between model/experiments - Incorporate with finite element analysis to
better model progressive failure as well as
statistical strength distributions - Apply analysis to out-of-plane failures
(particularly important for infrastructure
applications)
23Delamination Modeling
- Pultruded fiber reinforced polymer (FRP)
- Hybrid Layup
- Glass
- Carbon
- Non-symmetric flanges
24Failure Mode Delamination
Observed delamination
25Four-Point Bend FRP Beam Analysis
Moment
Ply Stresses sx, sy, txy
kxo
CLT
EIeff
Interfacial Stresses sz, txz
26Stress Distribution in Top Flange
27Bending Fatigue Life Prediction
New Flange Modulus
Reduce Beam Modulus
NO
YES
NO
Evaluate Stresses
Delamination?
Failure?
YES
Beam Failed
28Bending Fatigue Life Prediction