Title: Field RHTemp Investigation
1A Partnership in Research and Outreach David A.
Lange, CEAT DirectorDepartment of Civil and
Environmental Engineering Chang Joon Lee, Robert
Rodden, Yi-Shi Liu, Zachary C. Grasley
2Moisture curling project
- Basic driving force
- Internal capillary stresses imposed under partial
saturation - Measurement of material properties
- Creep
- Elastic properties
- Material modeling
- Hygrothermal forces, shrinkage, creep
- Time dependence, inter-dependence
- Structural modeling
- Validation using lab tests NAPTF slab tests
3Two cases
- Highly restrained slab
- Cracking
- Low restraint in slab
- Curling Wheel Load ? Cracking
4Shrinkage measurement
- Specimen sliced into the dimensions of 5x1x1/8
- uniform moisture condition throughout the cross
section of the specimen under drying - Linearly varying displacement transducer (LVDT)
5Experimental results
- The shrinkage curves share similar
characteristics under various relative humidity
conditions
- The linear responses end after one day of drying,
and tend to level off
6Results (contd)
- Both matrices yielded lower drying shrinkage than
plain cement matrix system - Shrinkage of rice husk ash matrix is lower than
that of fly ash matrix - Larger amount of amorphous silica and surface
area in rice husk ash
7Mechanism of shrinkage
- Both autogenous and drying shrinkage dominated by
capillary surface tension mechanism - As water leaves pore system, curved menisci
develop, creating reduction in RH and vacuum
(underpressure) within the pore fluid - Also plays a role in thermal dilation
8RH related to capillary pressure
- Kelvin-Laplace Equation relates RH directly to
capillary pressure - We can effectively calculate the internal stress
by measuring RH
As vapor pressure contributes little
p vapor pressure ? pore fluid pressure R
universal gas constant T temperature in
kelvins v molar volume of water
9Measuring internal RH
10UIUC field system
- UIUC field-ready system can sample RH and
temperature at user prescribed interval and log
to a nonvolatile external memory chip - Current system utilizes 55 channels (5
microprocessors) - Data can be collected with a laptop via a serial
connection
11Field-Ready RH/Temp Multiplexer
- In October 2005
- Cast 3 slabs (Plain, Cured, and SRA PCC) with a
depth of 15 at ATREL - Collected RH/Temp data at various locations
above, at the surface, and through the depth of
all slabs for three months continuously
- ALL above surface data showed little deviance
from ambient
12Novel Surface Sampling Technique
- A novel surface sampling technique was employed
to measure the RH/temp at the surface - An sensor was placed in a sleeve of Gore-Tex
which was then troweled into the surface - New technique yielded excellent repeatability
13Preliminary Through Depth Data
- Internal RH measured from the surface of a 15
thick moist cured PCC slab
14Preliminary Through Depth Data
- Drying occurs at the surface and base of the slab
- Daily cycling of RH and temp is evident
- RH and temp daily fluctuation is less as depth is
greater
15Determining creep properties
16Computer Modeling
17Why is our modeling concept useful?
NOTE Assessments are based on the built-in
functions of the codes
18Material models
Concrete is an Aging Material
Instantaneous response - Static
Linear Elastic Continuum
Delayed response - Creep
Solidification Theory Bazant 1977
Hygrothermal response - Shrinkage Thermal
Expansion
Hygrothermal Model
19Lab Test Stress-strain Youngs modulus
Youngs modulus
Uniaxial compressive test with axial lateral
strains
20Lab test - creep
Sealed test
Exposed to ambient
Drying
Total deformation
Basic creep
21Deformation comparison
Lift-off displacement
VD Vertical Displacement Transducer
CL Clip gauge
22Summary
- CEAT working to provide
- a more complete understanding of mechanisms
- new sensor technology
- accurate, complete material models
- useful software tool for analysis
- Results relate to material selection (e.g. high
FA concrete) and pavement design