21
Compatibility Summary of Fueling Infrastructure Materials with Aggressive Ethanol Blended Test Fuels Presented by Mike Kass Oak Ridge National Laboratory ORNL Co-Authors: Tim Theiss, Chris Janke, and Steve Pawel Supported by: US Department of Energy Offices of the Biomass Program (OBP) & Vehicle Technology Program (VTP) Presented to: 23 rd National Tanks Conference St. Louis, MO March 20, 2012 This presentation does not contain any proprietary, confidential, or otherwise restricted information.

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Page 1: Compatibility Summary of Fueling Infrastructure - NEIWPCC

Compatibility Summary of Fueling Infrastructure Materials

with Aggressive Ethanol Blended Test Fuels

Presented by Mike Kass

Oak Ridge National Laboratory

ORNL Co-Authors:

Tim Theiss, Chris Janke, and Steve Pawel

Supported by:

US Department of Energy Offices of the

Biomass Program (OBP) & Vehicle

Technology Program (VTP)

Presented to:

23rd National Tanks Conference

St. Louis, MO

March 20, 2012

This presentation does not contain any proprietary,

confidential, or otherwise restricted information.

Page 2: Compatibility Summary of Fueling Infrastructure - NEIWPCC

2 Managed by UT-Battelle for the U.S. Department of Energy

Presentation Outline

Rationale &Test Protocol

Plastic Results

Elastomer Results

Metal Results

Future Activities

Page 3: Compatibility Summary of Fueling Infrastructure - NEIWPCC

3 Managed by UT-Battelle for the U.S. Department of Energy

Rationale: How is compatibility affected by ethanol concentration (E0 to

E10 to E15 and higher ethanol blends…)?

Analysis of solubility parameters

suggests that gasoline blended with

lower ethanol concentrations are less

compatible with polymeric materials

10

15

20

25

30

0 20 40 60 80 100

Solu

bili

ty p

aram

ete

r, M

Pa

1/2

Ethanol concentration, vol.%

Range of most dispenser elastomersE10

E15

E85

0.00E+00

5.00E-06

1.00E-05

1.50E-05

2.00E-05

2.50E-05

3.00E-05

3.50E-05

0 10 20 30 40 50 60

Co

nd

uc

tivit

y, 1

/Ω-m

Ethanol concentration, vol%

The electrical conductivity (and therefore

corrosion potential) of ethanol-blended

gasoline increases with ethanol

concentration for metallic materials

Page 4: Compatibility Summary of Fueling Infrastructure - NEIWPCC

4 Managed by UT-Battelle for the U.S. Department of Energy

Compatibility was primarily assessed by evaluating volume change and

degree of softening or hardening following exposure to the test fuel

Volume swell (of saturated polymers) is important since it is a physical means

of assessing solubility of the polymer with fuel chemistry

» Solubility relates to the potential of the test fluid to permeate and dissolve

one or more polymer components

» Expansion produces stress in rigid polymers

» Volume swell is used to rank compatibility among o-rings and seals

Softening (loss of hardness) typically corresponds with volume swell and is a

measure of the deformation potential

In the wetted or saturated state

Volume loss (shrinkage) indicates:

» The extraction of one of more polymer components by the fluid

» Less material available to seal interfaces

Softening indicates fluid retention or degradation, while increased hardness

(embrittlement) indicates plasticizer removal

In the dried state

Page 5: Compatibility Summary of Fueling Infrastructure - NEIWPCC

5 Managed by UT-Battelle for the U.S. Department of Energy

Materials were chosen as representative of those used in fueling storage and

dispensing equipment

Page 6: Compatibility Summary of Fueling Infrastructure - NEIWPCC

6 Managed by UT-Battelle for the U.S. Department of Energy

The complete list of plastic materials includes those used in

flexible piping and in rigid piping/UST systems

Thermoplastics Thermosets

High Performance Polymers 1. Fluoropolymers: (PTFE & PVDF) 2. Polyphenylene sulfide (PPS)

Poly and Vinyl Ester Resins 1. Isophthalic polyester resin (1:1

ratio) pre-1990 resin 2. Isophthalic polyester resin (2:1

ratio) post-1990 resin 3. Terephthalic polyester resin

(2:1 ratio) post-1990 resin 4. Novolac vinyl ester resin

(advanced)

Mid-Range Polymers 1. Polyesters: (PET, PETG, PBT) 2. Acetals: (POM & Acetron GP copolymer) 3. Nylons: (nylon 6, nylon 6/6, nylon 12, & nylon 11) (note: nylon 11 is made from vegetable oil)

Commodity Polymers 1. Polyethylene: (HDPE & F-HDPE) 2. Polypropylene (PP)

Epoxies 1. Room temperature cured 2. Heat cured

Page 7: Compatibility Summary of Fueling Infrastructure - NEIWPCC

7 Managed by UT-Battelle for the U.S. Department of Energy

Test specimens were exposed to the test fluid in a large stainless

steel tank with stainless steel hardware

Page 8: Compatibility Summary of Fueling Infrastructure - NEIWPCC

8 Managed by UT-Battelle for the U.S. Department of Energy

Test fuels were formulated according to SAE J1681 and ASTM D471

specifically developed for materials compatibility studies

Ref Fuel C (50% toluene, 50% isooctane) is a

controlled and repeatable gasoline surrogate

CE25a, CE50a & CE85a (correspond to 25, 50, and

85 % aggressive ethanol-Fuel C blend)

Ethanol contains 0.9% aggressive water-acid solution

Aggressive solution component

Grams per liter of ethanol

Deionized water 8.103

Sodium chloride 0.004

Sulfuric acid 0.021

Glacial acetic acid 0.061

Aggressive elements represent worst-case

contaminant levels found in actual use

The elevated test temperature (60oC) rapidly ages the

specimens to assess relative compatibility in a

reasonable timeframe

Bare coupons

mass

volume

hardness

Exposed to

test fuels for

60oC/16 weeks

Removed and

maintained in

wetted condition

mass

volume

hardness

Dried at 60oC

for 65 hours

mass

volume

hardness

Page 9: Compatibility Summary of Fueling Infrastructure - NEIWPCC

9 Managed by UT-Battelle for the U.S. Department of Energy

-30

-25

-20

-15

-10

-5

0

5

10

-5 0 5 10 15 20 25 30

Po

int C

han

ge in

Har

dn

ess

(we

t) fr

om

Bas

eli

ne

Volume Change (wet), %

Fuel C

CE25a

CE50a

CE85a

PPSPET

In general, the volume swell was accompanied by a corresponding

drop in hardness (increase in softening). Residual fuel in the polymer

is likely responsible for this effect

softer

harder

Page 10: Compatibility Summary of Fueling Infrastructure - NEIWPCC

10 Managed by UT-Battelle for the U.S. Department of Energy

In general, the high performance and mid-range polymers (excluding nylons)

exhibited highest swelling with 25% aggressive ethanol

-5

0

5

10

15

20

25

0 20 40 60 80 100

Vo

lum

e C

han

ge (w

et)

, %

Ethanol Concentration, %vol.

PPS

PTFE

PVDF

PET

PETG

PBT

POM

Acetron GP

-30

-25

-20

-15

-10

-5

0

5

10

0 20 40 60 80 100

Po

int C

han

ge in

Har

dn

ess

fro

m (w

et)

Bas

elin

e

Ethanol Concentration, %vol.

PPS

PTFE

PVDF

PET

PETG

PBT

POM

Acetron GP

Slight change in hardness was

observed, except for PETG

softer

harder

Negligible swell: PPS, PET, PTFE

High swell: PETG

Modest swell: PVDF, POM, PBT

Page 11: Compatibility Summary of Fueling Infrastructure - NEIWPCC

11 Managed by UT-Battelle for the U.S. Department of Energy

The nylons and thermoset resins also exhibited peak swell at 25% ethanol.

However for PP and HDPE peak swell occurred at Fuel C (CE0).

The swelling behavior for PP, and

HDPEs achieved max. swell for Fuel C

and decreased with increasing ethanol

concentration

Petroleum-based nylons exhibited

moderate swell with exposure to

ethanol. Bio-based nylon 11 exhibited

higher swell.

Polyester thermoset resins exhibited

high swelling with exposure to ethanol -5

0

5

10

15

20

25

30

35

40

0 20 40 60 80 100

Vo

lum

e C

han

ge (w

et)

, %

Ethanol Concentration, %vol.

Nylon 12 Nylon 6

Nylon 6,6 Nylon 11

Vinyl ester resin Terephthalic polyester resin

HDPE F-HDPE

PP

The level of softening corresponded

with the observed swell

-20

-15

-10

-5

0

5

10

0 20 40 60 80 100

Po

int C

han

ge in

Har

dn

ess

(we

t)

Ethanol Concentration, %vol.

softer

harder

Page 12: Compatibility Summary of Fueling Infrastructure - NEIWPCC

12 Managed by UT-Battelle for the U.S. Department of Energy

After drying at 60oC/65 hours, some level of fuel was retained within

the plastics

-10

-5

0

5

10

15

20

25

30V

olu

me C

han

ge F

rom

Baseli

ne C

on

dit

ion

, %

Wetted

Dried

Nylon 12 lost mass

Page 13: Compatibility Summary of Fueling Infrastructure - NEIWPCC

13 Managed by UT-Battelle for the U.S. Department of Energy

In general the hardness (following dry-out) decreased with

increasing dry-out volume (or mass)

The increase in mass and volume following dry-out indicates that residual

fuel is present in the plastic structure. The one exception is nylon 12

which lost mass with exposure to Fuel C and ethanol.

-10

-8

-6

-4

-2

0

2

4

6

8

-10 -5 0 5 10 15 20

Po

int C

han

ge in

Har

dn

ess

fro

m B

ase

lin

e (d

ry)

Volume Change Following Dry-out, %

Fuel C

CE25a

CE50a

CE85a

Nylon 12

PPS

PET

softer

harder

In general the change

in hardness was

minimal and

corresponded with the

degree of swell

Materials which

experienced the

highest level of

softening were PETG

and the thermoset

polyester resins

Page 14: Compatibility Summary of Fueling Infrastructure - NEIWPCC

14 Managed by UT-Battelle for the U.S. Department of Energy

Observations for Plastic Materials

Negligible property change observed for PPS, PET, PTFE

Peak swell occurred at CE25a for PVDF, POM, PBT, PETG, nylons and

thermoset resins.

Moderate property change observed for PVDF, PBT, Acetals, HDPEs, nylon 6

and nylon 6,6 was raised slightly.

Highest property changes observed for nylon 11, nylon 12, PETG, PP, and

vinyl and polyester resins

Volume and softening of PVDF, acetals, nylons, PBT, PETG, and thermoset

resins were increased to varying degrees with exposure to ethanol

PP and HDPE properties improved with ethanol concentration

In this study, nylon 12 was the only plastic material observed to lose mass &

volume with exposure to ethanol

Page 15: Compatibility Summary of Fueling Infrastructure - NEIWPCC

15 Managed by UT-Battelle for the U.S. Department of Energy

The elastomer study looked at seven material types which were

representative of those used in o-rings, seals/gaskets, and hoses

Chemical Name

ASTM D1418

Abbreviation

M-Group (saturated carbon molecules in the main

macro-molecule group)

Fluorocarbon Rubber FKM

R-Group (unsaturated hydrogen carbon chain)

Neoprene Rubber

Nitrile Butadiene Rubber

Styrene Butadiene Rubber

CR

NBR

SBR

Q-Group (silicone in the main chain)

Silicone Rubber

Fluorosilicone Rubber

PVMQ

FVMQ

U-Group (carbon, oxygen and nitrogen in the main

chain)

Polyurethane

AU

Page 16: Compatibility Summary of Fueling Infrastructure - NEIWPCC

16 Managed by UT-Battelle for the U.S. Department of Energy

For elastomers peak swell occurred at 17% aggressive ethanol. Higher ethanol

concentrations (50 and 85%) lowered the wet volume (accompanied by a

corresponding decrease in hardness)

0

20

40

60

80

100

120

140

160

0.00 20.00 40.00 60.00 80.00 100.00

We

t Vo

lum

e C

han

ge, %

Ethanol Concentration, % vol.

Polyurethane

Neoprene rubber

Styrene butadiene rubber

Silicone Rubber

0.0

5.0

10.0

15.0

20.0

25.0

30.0

35.0

40.0

45.0

0.00 20.00 40.00 60.00 80.00 100.00

We

t Vo

lum

e C

han

ge, %

Ethanol Concentration, % vol.

FC#1 (66%F)

FC#1 (68%F)

FC#1 (70%F)

FC#1 (67%F)

FC#2 (66%F)

FC#2 (70%F)

FC#2 (69.5%F)

FC#2 (67%F)

Fluorosilicone

0

5

10

15

20

25

30

35

40

45

0.00 20.00 40.00 60.00 80.00 100.00

We

t Vo

lum

e C

han

ge, %

Ethanol Concentration, % vol.

NBR #1

NBR #2

NBR #3

NBR #4

NBR #5

NBR #6

Fluoroelastomers NBRs

Polyurethane

Neoprene

SBR

Silicone

Page 17: Compatibility Summary of Fueling Infrastructure - NEIWPCC

17 Managed by UT-Battelle for the U.S. Department of Energy

However, plasticizer extraction was observed in some elastomer types

even though the volume swell at 85% ethanol was low

-60

-50

-40

-30

-20

-10

0

10

20

30

0

10

20

30

40

50

60

0.00 20.00 40.00 60.00 80.00 100.00

Po

int C

han

ge in

Har

dn

ess

Fo

llo

win

g D

ryo

ut

We

t Vo

lum

e C

han

ge, %

Ethanol Concentration, % vol.

NBR #1NBR #2NBR #3NBR #4NBR #5NBR #6

For example: The NBRs showed low to negligible volume change with exposure to

85% ethanol. However, plasticizers were still removed resulting in embrittlement

and shrinkage.

Page 18: Compatibility Summary of Fueling Infrastructure - NEIWPCC

18 Managed by UT-Battelle for the U.S. Department of Energy

Elastomer summary:

For the majority of the elastomers peak swell occurred at CE25a

Many of the elastomers were highly sensitive to ethanol concentration and

exhibited very low volume change with exposure to CE85a. In most cases

the volume change was lower for CE85a than for Fuel C.

However, hardness results indicate that extraction and/or structural changes

had taken place with exposure to CE85a, even though the volume was

unchanged from the baseline condition.

Bottom Line: Volume swell alone may not be sufficient to determine

compatibility!

Page 19: Compatibility Summary of Fueling Infrastructure - NEIWPCC

19 Managed by UT-Battelle for the U.S. Department of Energy

Cr-plated

brass

Ni-plated

aluminum

exposed

brass

exposed

aluminum

* new for this series

The metal coupon study included galvanically-coupled specimens

to better reflect field conditions

Single Material Coupons

» 304 stainless steel

» 1020 carbon steel

» 1100 aluminum

» Cartridge brass

» Phosphor bronze

» Nickel 201

Plated Coupons (exposed fully plated

and with plating partially removed to

generate galvanic couple

» Terne-plated (Pb) steel

» Galvanized (Zn) steel

» Cr-plated brass

» Cr-plated steel

» Ni-plated aluminum

» Ni-plated steel

Page 20: Compatibility Summary of Fueling Infrastructure - NEIWPCC

20 Managed by UT-Battelle for the U.S. Department of Energy

Metal Results Summary

The corrosion rates based on uniform weight loss were minor for all

materials

Exposure of the substrate steel accelerated corrosion due to a combination

of galvanic coupling of dissimilar metals and the increased conductivity of

the environment (CE50a, CE85a) compared to previously examined test

fluids (reference fuel C, CE10a-CE25a

Page 21: Compatibility Summary of Fueling Infrastructure - NEIWPCC

21 Managed by UT-Battelle for the U.S. Department of Energy

Future Plans

Issue report detailing plastic results and elastomers and metals (CE50a

and CE85a)

Evaluate compatibility to other biofuels

Mike Kass Oak Ridge National Laboratory PH: (865) 946-1241 Email: [email protected]