temperature )induced.curling.of....
TRANSCRIPT
Temperature)Induced.Curling.of.Concrete.Crossties
Henry&Wolf,&Riley&Edwards,&Marcus&Dersch,&David&Lange,&Yu&Qian,&
Matt&Csenge,&and&Zhengboyang Gao
FRA.and.FTA.Crosstie.and.Fastening.System.Research. ProgramIndustry.Partners. (IP).Meeting
Tucson,.AZ4.November. 2015
Slide&2Temperature)Induced.Curling.of.Concrete.Crossties
Outline• Background
• Purpose
• Approach
‒ Finite&element&analysis
‒ Laboratory&experimentation
‒ Field&experimentation
• Results&Comparison
• Conclusions
Slide&3Temperature)Induced.Curling.of.Concrete.Crossties
Background• Curling&due&to&temperature&gradients& is&wellOdocumented& in&other&
concrete&infrastructure&applications
– Curling& in&concrete&slabs
• Slab&curling&and&joint&movements&affect&response&of&
pavement&to&traffic&loads
– Camber&in&concrete&bridge&girders
• Can&cause&reOdistribution&of&internal&stresses&in&bridge&
superstructure&and&difficulty&in&construction&
Slide&4Temperature)Induced.Curling.of.Concrete.Crossties
Background.(cont.)• Curling&due&to&temperature&gradients& is&wellOdocumented& in&other&
concrete&infrastructure&applications
– Curling& in&concrete&slab&track
• Slab&curling&causes&loss&of&bond&between&concrete&slab&and&
supporting& layer
Slide&5Temperature)Induced.Curling.of.Concrete.Crossties
Crosstie.Curling.Under.Temperature.Gradient
Small&gap&between&crosstie&
bottom&and&ballast
Slide&6Temperature)Induced.Curling.of.Concrete.Crossties
0
50
100
150
200
250
300
0 0.1 0.2 0.3 0.4 0.5 0.6 0.7 0.8 0.9 1
Center1Negative1Bending1
Mom
ent,1MC=(kip=in)
Center1Support1Factor,1α
Why.it.matters…• Center&negative&crosstie&bending&moments&are&highly&
sensitive&to&small&changes&in&ballast&reaction&at&the&
center&support®ion&of&the&crosstie
For&8’O6”&crossties,&
c&=18”
c
1%&&&α 0.8%&&&MCO
25%&&&α 20%&&&&MCO
*.For.62.1.k.rail.seat.load
R R
w wαw
Slide&7Temperature)Induced.Curling.of.Concrete.Crossties
Why.it.matters….(cont.)• If&temperatureOinduced&curl&can&cause&reductions&in&
the&ballast&reaction&at&the&crosstie¢er&it&can&lead&to&
decreases&in¢er&negative&bending&moment&and&
increases&in&rail&seat&positive&bending&moment
Small&gap&between&crosstie&
bottom&and&ballastCurl
Slide&8Temperature)Induced.Curling.of.Concrete.Crossties
Approach• Perform&literature&review&to&estimate&magnitude&of&
crosstie&curl
• Perform&finite&element&(FE)&analysis&to&confirm&
behavior&and&estimate&magnitude&of&crosstie&curl
• Execute&laboratory&experimentation&to&measure&
magnitude&of&crosstie&curl
– Comparison&with&other&published&values
– Comparison&with&FE&results
• Execute&field&experimentation&to&quantify&revenue&
service&bending&moments&vs.&temperature&gradients
Slide&9Temperature)Induced.Curling.of.Concrete.Crossties
Published.Magnitudes.of.Curl• Compared&published&values&of&curl&for&
concrete&pavements&and&bridge&girders
Temp.Grad..(°F)
MemberLength.(in)
Curl(in)
Curl/Length.(10)4)
Curvature(1/in).(10)6)
Pavement 23O34 120O146 0.039O0.07 2.67O5.83 14.6O38.9
Girder 20 960O1644 0.33O0.76 3.44O4.62 2.3O2.9
Crosstie ? 102 ? ? ?
Slide&10Temperature)Induced.Curling.of.Concrete.Crossties
• Validated&FE&model&has&been&used&to&attempt&to&
predict&and&confirm&these&findings&numerically
• Curl&is&dependent&on&coefficient&of&thermal&
expansion&of&concrete
‒ Use&published&values&– 5.5x10O6&in/&F
Finite.Element.Analysis
�
Slide&11Temperature)Induced.Curling.of.Concrete.Crossties
• Validated&FE&model&based&on&CXT&505S
‒ Includes&ballast&support
• Loading&sequence:
1. Prestress force
2. Temperature&gradient&(30&&F)
3. Vertical&load&(18&k)
Finite.Element.Analysis
�
Slide&12Temperature)Induced.Curling.of.Concrete.Crossties
Finite.Element.Analysis:.Deformed.Shape
Undeformed
After&prestress transfer
30&&F&temperature&gradient
(max&curl&=&1.69x10O2 in)
�
Scale&factor&=&200
Slide&13Temperature)Induced.Curling.of.Concrete.Crossties
Laboratory.Experimentation.to.Measure.Curl
Rail&Seat&A&
Deflection
(δA)
Center&
Deflection
(δC)
Rail&Seat&E&
Deflection
(δE)
Chamfer&Temp.&(TC)
Base&Temp.&(TB)
• Installed&potentiometers&on&rail&seats&and¢er&
of&the&crosstie&to&measure&deflection
• Installed&thermocouples&at&chamfer&and&base&of&the&
crosstie&to&measure&temperature
Slide&14Temperature)Induced.Curling.of.Concrete.Crossties
Laboratory.Experimentation.to.Measure.Curl:Set$up
Full&setOup Potentiometer Thermocouple
Slide&15Temperature)Induced.Curling.of.Concrete.Crossties
Laboratory.Experimentation.to.Measure.Curl:.Definitions-and-Calculations
Rail&Seat&A&
Deflection
(δA)
Center&
Deflection
(δC)
Rail&Seat&E&
Deflection
(δE)
Chamfer&Temp.&(TC)
Base&Temp.&(TB)
Curl&=&δC – 0.5(δA +&δE)
Temperature&Gradient&=&TC – TB
Slide&16Temperature)Induced.Curling.of.Concrete.Crossties
Laboratory)Measured.Curl.of.Concrete.Crosstie.Caused.By.Temperature.Gradient.(8/3/15)8/10/15)
!25!20!15!10!50510152025
!6
!4
!2
0
2
4
6
8/3 8/4 8/5 8/6 8/7 8/8 8/9
Temperature5Gradient5(°F)
Warp5(in/1000)
Temperature&Gradient
Curl
Curl
~5.2&in/1000
~O4.5&in/1000
~9.7&in/1000
Date.(2015)
Slide&17Temperature)Induced.Curling.of.Concrete.Crossties
Laboratory.Experimentation.to.Measure.Curl:.Results
Rail&Seat&A&
Deflection
(δA)
Center&
Deflection
(δC)
Rail&Seat&E&
Deflection
(δE)
Curl&=&δC – 0.5(δA +&δE)
Max&Curl&=&9.69&in/1000
Slide&18Temperature)Induced.Curling.of.Concrete.Crossties
Laboratory.Experimentation.to.Measure.Curl:Results
Rail&Seat&A&
Deflection
(δA)
Center&
Deflection
(δC)
Rail&Seat&E&
Deflection
(δE)
Curl&=&δC – 0.5(δA +&δE)
Max&Curl&=&28.0&in/1000
Max&Curl,&FE&=&16.9&in/1000
Similar&magnitudes,&same&behavior!
Slide&19Temperature)Induced.Curling.of.Concrete.Crossties
Comparison.of.Measured.and.Published.Curl.Values
• Crosstie&curl&and&curvature&are&similar&to&pavements
• Crosstie&curl/length&ratio&is&within&range&of&both&
pavements&and&girders
Temp.Grad..(°F)
MemberLength.(in)
Curl.(in) Curl/Length.(10)4)
Curvature(1/in).(10)6)
Pavement 23O34 120O146 0.039O0.07 2.67O5.83 14.6O38.9
Girder 20 960O1644 0.33O0.76 3.44O4.62 2.3O2.9
Crosstie 29.6 102 0.028 2.75 21.5
Slide&20Temperature)Induced.Curling.of.Concrete.Crossties
Field.Experimentation.Location• Test&site&is&located&in&western&Nebraska
• Concrete&crossties&and&elastic&fasteners&installed&in&1999
• Track&experienced&approximately&220&MGT&of&traffic&in&2014
Test.Site
Slide&21Temperature)Induced.Curling.of.Concrete.Crossties
Field.Site.Layout
Thermocouple
Instrumented&
Crossties&– Zone&2
• Site&split&into&two&zones&of&five&crossties&each
• 50&surface&strain&gauges&installed&on&10&crossties
• Thermocouple&placed&between&zones
Instrumented&
Crossties&– Zone&1
Slide&22Temperature)Induced.Curling.of.Concrete.Crossties
Crosstie Instrumentation• 5&surface&strain&gauges&installed&on&each&crosstie:
– Rail&seat&gauges&(to&measure&rail&seat&positive&
bending)
– Center&gauge&(to&measure¢er&negative&bending)
– Intermediate&gauges&(to&measure&asymmetric&
loading&or&support)
B C DA E
Slide&23Temperature)Induced.Curling.of.Concrete.Crossties
Crosstie Instrumentation• 5&thermocouples&installed&on¢ral&crosstie:
– Ambient&temperature
– Top&of&crosstie&temperature
– Chamfer&temperature
– Ballast/Base&temperature
– Under&crosstie&temperature
B C DA E
Slide&24Temperature)Induced.Curling.of.Concrete.Crossties
Project.Approach
Laboratory calibration
Field data.collection
Data.processing
Conclusions
13.&.14.August.2015
17.September.2015
DatesLaboratory calibration
Slide&25Temperature)Induced.Curling.of.Concrete.Crossties
Strain.to.Moment.Laboratory.Calibration:.Purpose
• Measured&bending&strains&can&
be&converted&to&bending&
moments&through§ional&
properties,
where,
M&=&bending&moment
E&=&elastic&modulus
I&&&=&moment&of&inertia
ε =&bending&strain
! = #$% &
Bending&strain&(με)
Applied&moment&(kipOin)
1
f&=&EI/y
y&&=&distance&from&neutral&axis
In&concrete,&E&can&varys&
calibration&is&needed
Slide&26Temperature)Induced.Curling.of.Concrete.Crossties
Strain.to.Moment.Laboratory.Calibration:.Procedure
Applied&moment&(kipOin)
Known&moment&applied&with&
Static&Tie&Tester&(STT)&to&
crosstie&in&controlled&loading&
configurations,&record&bending&
strain&and&find&slope&of&curve
Bending&strain&(με)
1
f&=&EI/y
Rail&Seat&Positive Center&Negative
Slide&27Temperature)Induced.Curling.of.Concrete.Crossties
Strain.to.Moment.Laboratory.Calibration:Results
• Used&crossties&of&same&model&and&vintage&(1999)
– Same&model,&same&moment&of&inertia&(I)
– Same&vintage,&similar&elastic&modulus&(E)
• Tested&three&replicates&and&average&calibration&factors
Location Rail.Seat(Gauge A.&.E)
Intermediate(Gauge.B.&.D)
Center(Gauge C)
Calibration factor O768,572.9 615,979.3 504,946.7
Slide&28Temperature)Induced.Curling.of.Concrete.Crossties
Project.Approach
Laboratory calibration
Field data.collection
Data.processing
Conclusions
13.&.14.August.2015
17.September.2015
Dates
Slide&29Temperature)Induced.Curling.of.Concrete.Crossties
Example.Strain.Signal.(Gauge.C)• Strain&peaks&correspond&to&loaded&axles
Slide&30Temperature)Induced.Curling.of.Concrete.Crossties
Bending&Moment&(kipOin)
Example.Bending.Moment.Signal.(Gauge.C)
100
200
• Multiply&strain&by&calibration&factor&to&convert&to&
moment
Slide&31Temperature)Induced.Curling.of.Concrete.Crossties
Example.Thermocouple.Signal• Subtract&chamfer&by&base&to&determine&gradient
85
90
95
100
105
110
115
120
125
130
135
15:00 16:00 17:00 18:00 19:00 20:00
Temperature3(°F)
Time3(MDT)
TopChamferBaseBottomAmbient
Slide&32Temperature)Induced.Curling.of.Concrete.Crossties
Example.Thermocouple.Signal• Subtract&chamfer&by&base&to&determine&gradient
85
90
95
100
105
110
115
120
125
130
135
15:00 16:00 17:00 18:00 19:00 20:00
Temperature3(°F)
Time3(MDT)
TopChamferBaseBottomAmbient
85
90
95
100
105
110
115
120
125
130
135
15:00 16:00 17:00 18:00 19:00 20:00
Temperature3(°F)
Time3(MDT)
ChamferBase
20&°F
O6&°F
Slide&33Temperature)Induced.Curling.of.Concrete.Crossties
!50
!40
!30
!20
!10
0
10
20
30
0
50
100
150
200
250
300
8:00 10:00 12:00 14:00 16:00 18:00 20:00
Temperature3Gradient3(°F)
Bending3Moment3(kip!in)
Time3of3Day3(MDT)
Field)Measured.Average.Center.Negative.Bending.Moments.and.Temperature.GradientsOver.Course.of.Day.(8/13/15.&.8/14/15)
Zone&2
Zone&1
110&kipOin
150&kipOin
30&kipOin60&kipOin
Slide&34Temperature)Induced.Curling.of.Concrete.Crossties
!50
!40
!30
!20
!10
0
10
20
30
40
0
50
100
150
200
250
300
7:30 9:00 10:30 12:00
Temperature3Gradient3(°F)
Bending3Moment3(kip!in)
Time3of3Day3(MDT)
Field)Measured.Average.Center.Negative.Bending.Moments.and.Temperature.Gradients
Over.Course.of.Day.(9/17/15)
Zone&2
Zone&1
160&kipOin
115&kipOin
60&kipOin
30&kipOin
Slide&35Temperature)Induced.Curling.of.Concrete.Crossties
• Curling&behavior&can&be&predicted&with&FE&modelling
‒ Preliminary&analyses&show&similar&curl&(0.017&in&FE&vs.&
0.028&in&measured)
• Curl&in&concrete&crossties&is&within&range&of&published&curl&
for&concrete&pavements
‒ Laboratory&measured&curl&is&0.028&in
• Field&measurements&show&increase&in&temperature&
gradient&causes&decrease&in¢er&negative&bending&
moment
‒ 25O30&&F&temperature&gradient&can&cause&30O50%&
reduction&in¢er&negative&bending&moment
Conclusions
�
Slide&36Temperature)Induced.Curling.of.Concrete.Crossties
Acknowledgements
• Funding.for.this.research.has.been.provided.by:– National.University.Rail.(NURail).Center,.a.US.DOT)OST.Tier.1.University.Transportation.Center
• Industry&Partnership&and&support&has&been&provided&by
– Union&Pacific&Railroad
– BNSF&Railway
– National&Railway&Passenger&Corporation& (Amtrak)
– Rail&Product&Solutions&(RPS),&Inc.
– GIC&Ingeniería y&Construcción
– Hanson&Professional&Services,&Inc.
– CXT&Concrete&Ties,&Inc.,&LB&Foster&Company
– TTX&Company
• For&assistance&with&finite&element&modelling&and&data&processing
– George&Chen,&Kaijun Zhu,&Phanuwat Kaewpanya,&
Zhipeng Zhang,&Quinn&Todzo,&Max&Silva
FRA.Tie.and.Fastener.BAAIndustry Partners:
Slide&37Temperature)Induced.Curling.of.Concrete.Crossties
Contact.Information
Henry.E..WolfGraduate(Research(Assistantemail:&[email protected]
J..Riley.EdwardsSenior(Lecturer(and(Research(Scientistemail:&[email protected]
Marcus.S..DerschSenior(Research(Engineeremail:&[email protected]
David.A..LangeProfessoremail:&[email protected]
Slide&38Temperature)Induced.Curling.of.Concrete.Crossties
Hypothesis:.Artifact.of.Instrumentation• Installed&an&additional&strain&gauge&near&the&bottom&of&
Crosstie&2&&&Crosstie&9
– Original&gauge&was&exposed&to&sunlight&and&
higher&temperatures
– Additional&gauge&exposed&to&no&sunlight&and&&
lower&temperatures
• Compared&calibrated&bending&moments
Original
Additional
Slide&39Temperature)Induced.Curling.of.Concrete.Crossties
Original.Gauge.vs..Additional.Gauge.MeasurementsCrosstie.9.(7/7/15)
Original
Additional
Original&Gauge
Additional&Gauge
On&average&~10%&difference&for&Crosstie&9&
and&~20%&difference&for&Crosstie&2.
Difference&is&consistent,&most&likely&due&to&
strain&gauge&placement&or&calibration