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Address comments idaholab#89
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SudiptaBiswas committed Jul 23, 2020
1 parent 8151eae commit a9eadb7
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Showing 5 changed files with 5 additions and 65 deletions.
Original file line number Diff line number Diff line change
Expand Up @@ -30,84 +30,67 @@
[./ASR_ex]
order = CONSTANT
family = MONOMIAL

[../]

[./ASR_vstrain]
order = CONSTANT
family = MONOMIAL

[../]
[./ASR_strain_xx]
order = CONSTANT
family = MONOMIAL

[../]
[./ASR_strain_yy]
order = CONSTANT
family = MONOMIAL

[../]
[./ASR_strain_zz]
order = CONSTANT
family = MONOMIAL

[../]
[./ASR_strain_xy]
order = CONSTANT
family = MONOMIAL

[../]
[./ASR_strain_yz]
order = CONSTANT
family = MONOMIAL

[../]
[./ASR_strain_zx]
order = CONSTANT
family = MONOMIAL

[../]
[./volumetric_strain]
order = CONSTANT
family = MONOMIAL

[../]
[./thermal_strain_xx]
order = CONSTANT
family = MONOMIAL

[../]
[./thermal_strain_yy]
order = CONSTANT
family = MONOMIAL

[../]
[./thermal_strain_zz]
order = CONSTANT
family = MONOMIAL

[../]
[./thermal_conductivity]
order = CONSTANT
family = Monomial
[../]

[./thermal_capacity]
order = CONSTANT
family = Monomial
[../]

[./moisture_capacity]
order = CONSTANT
family = Monomial
[../]

[./humidity_diffusivity]
order = CONSTANT
family = Monomial
[../]

[./water_content]
order = CONSTANT
family = Monomial
Expand All @@ -124,8 +107,6 @@

[Modules/TensorMechanics/Master]
[./concrete]

# strain = SMALL
strain = FINITE
add_variables = true
eigenstrain_names = 'asr_expansion thermal_expansion'
Expand All @@ -143,51 +124,42 @@
type = ConcreteThermalConduction
variable = T
[../]

[./T_conv]
type = ConcreteThermalConvection
variable = T
relative_humidity = rh
[../]

[./T_adsorption]
type = ConcreteLatentHeat
variable = T
H = rh
[../]

[./rh_td]
type = ConcreteMoistureTimeIntegration
variable = rh
[../]

[./rh_diff]
type = ConcreteMoistureDiffusion
variable = rh
temperature = T
[../]

[]

[AuxKernels]
[./ASR_ex]
type = MaterialRealAux
variable = ASR_ex

property = ASR_extent
execute_on = 'timestep_end'
[../]
[./ASR_vstrain]
type = MaterialRealAux

variable = ASR_vstrain
property = ASR_volumetric_strain
execute_on = 'timestep_end'
[../]

[./ASR_strain_xx]
type = RankTwoAux

rank_two_tensor = asr_expansion
variable = ASR_strain_xx
index_i = 0
Expand All @@ -196,7 +168,6 @@
[../]
[./ASR_strain_yy]
type = RankTwoAux

rank_two_tensor = asr_expansion
variable = ASR_strain_yy
index_i = 1
Expand All @@ -205,47 +176,38 @@
[../]
[./ASR_strain_zz]
type = RankTwoAux

rank_two_tensor = asr_expansion
variable = ASR_strain_zz
index_i = 2
index_j = 2
execute_on = 'timestep_end'
[../]

[./ASR_strain_xy]
type = RankTwoAux

rank_two_tensor = asr_expansion
variable = ASR_strain_xy
index_i = 0
index_j = 1
execute_on = 'timestep_end'
[../]

[./ASR_strain_yz]
type = RankTwoAux

rank_two_tensor = asr_expansion
variable = ASR_strain_yz
index_i = 1
index_j = 2
execute_on = 'timestep_end'
[../]

[./ASR_strain_zx]
type = RankTwoAux

rank_two_tensor = asr_expansion
variable = ASR_strain_zx
index_i = 0
index_j = 2
execute_on = 'timestep_end'
[../]

[./thermal_strain_xx]
type = RankTwoAux

rank_two_tensor = thermal_expansion
variable = thermal_strain_xx
index_i = 0
Expand All @@ -254,7 +216,6 @@
[../]
[./thermal_strain_yy]
type = RankTwoAux

rank_two_tensor = thermal_expansion
variable = thermal_strain_yy
index_i = 1
Expand All @@ -263,22 +224,18 @@
[../]
[./thermal_strain_zz]
type = RankTwoAux

rank_two_tensor = thermal_expansion
variable = thermal_strain_zz
index_i = 2
index_j = 2
execute_on = 'timestep_end'
[../]

[./volumetric_strain]
type = RankTwoScalarAux
scalar_type = VolumetricStrain
rank_two_tensor = total_strain
variable = volumetric_strain

[../]

[./k]
type = MaterialRealAux
variable = thermal_conductivity
Expand All @@ -291,7 +248,6 @@
property = thermal_capacity
execute_on = 'timestep_end'
[../]

[./rh_capacity]
type = MaterialRealAux
variable = moisture_capacity
Expand Down Expand Up @@ -336,7 +292,6 @@
36.6216574 34.53124 33.1736756 30.544127 26.0594134 24.5113073 23.5348264 20.5026548 17.5926252 16.6747727 18.7029892 18.5619608 15.8253731 13.8362956
15.1902873 15.6208842 17.6491007 18.3728389 20.8847384 20.3479693 22.0537305 23.0852669 23.8236621 25.0603974 26.0333055 27.3627238 29.2674317 29.302288
29.0733172 30.2514242 32.2974778 35.5810061 38.0635915 36.7499983 38.0307047 37.1936084'

[../]

[./ramp_humidity]
Expand Down Expand Up @@ -383,10 +338,8 @@
[]

[Materials]

[./concrete]
type = PorousMediaBase

# setup thermal property models and parameters
# options available: CONSTANT ASCE-1992 KODUR-2004 EUROCODE-2004 KIM-2003
thermal_conductivity_model = KODUR-2004
Expand Down Expand Up @@ -499,7 +452,6 @@
[./left]
type = DirichletBC
variable = disp_x
# boundary = cont_left
boundary = '2000 2005'
value = 0.0
[../]
Expand Down
Original file line number Diff line number Diff line change
Expand Up @@ -31,7 +31,6 @@
family = MONOMIAL
block = 1
[../]

[./ASR_vstrain]
order = CONSTANT
family = MONOMIAL
Expand Down Expand Up @@ -91,22 +90,18 @@
order = CONSTANT
family = Monomial
[../]

[./thermal_capacity]
order = CONSTANT
family = Monomial
[../]

[./moisture_capacity]
order = CONSTANT
family = Monomial
[../]

[./humidity_diffusivity]
order = CONSTANT
family = Monomial
[../]

[./water_content]
order = CONSTANT
family = Monomial
Expand All @@ -119,7 +114,6 @@
order = CONSTANT
family = MONOMIAL
[]

[./area]
order = CONSTANT
family = MONOMIAL
Expand Down Expand Up @@ -401,7 +395,6 @@
type = ConstantAux
block = '2'
variable = area
# value = 3.8e-4
value = 1.33e-4
execute_on = 'initial timestep_begin'
[../]
Expand Down Expand Up @@ -570,14 +563,12 @@
type = ConcreteASRMicrocrackingDamage
residual_youngs_modulus_fraction = 0.1
block = 1
# outputs = Exodus
[]
[./stress]
type = ComputeMultipleInelasticStress
block = 1
inelastic_models = 'creep'
damage_model = ASR_damage_concrete
# outputs = Exodus
[../]

[truss]
Expand All @@ -587,7 +578,6 @@
temperature = T
thermal_expansion_coeff = 11.3e-6
temperature_ref = 10.6
# outputs = exodus
[]

[]
Expand Down
3 changes: 2 additions & 1 deletion assessment/ASR_Validation/wald2017B/assessment
Original file line number Diff line number Diff line change
@@ -1,6 +1,7 @@
[Tests]
issues = '#89'
requirement = 'Blackbear shall validate its multiphysics modeling capabilities'
requirement = 'BlackBear shall simulate accelerated alkali-silica reaction experiments on
plain and reinforced concrete blocks, and adequately match experimental data.'
design = 'ASR_validation/index.md'

[./conc_time0]
Expand Down
5 changes: 1 addition & 4 deletions assessment/ASR_Validation/wald2017B/tests
Original file line number Diff line number Diff line change
@@ -1,10 +1,7 @@
[Tests]
issues = '#89'
requirement = 'Blackbear shall be capable of appropriately modeling the expansion induced
by alkali-silica reaction.'

requirement = 'Input files for alkali-silica reaction validation tests shall have valid syntax'
design = 'ASR_validation/index.md'

[./conc_calibration]
type = RunApp
input = 'asr_concrete_block_calibration.i'
Expand Down
4 changes: 2 additions & 2 deletions doc/content/validation/ASR_validation/index.md
Original file line number Diff line number Diff line change
Expand Up @@ -4,7 +4,7 @@ Alkalli-silica reaction in concrete significantly influences the expansion behav

Various researchers have attempted to experimentally observe the ASR behavior in concrete and identify various criteria for ASR expansion. The validations cases in BlackBear are built based on such experiments. These cases not only focuses on the ASR expansion model, but also tests the multi-physics concrete modeling capability of BlackBear.

## Benchmark Problem
## Free Expansion of Plain Concrete

[!cite](wallau2018asr) performed prism testing to assess the susceptibility of the concrete structure due to ASR. They demonstrated that the ASR expansion happens in three stages, initial swelling, acceleration, and consolidation of expansion, that is captured by a S-curve. They also showed that the curves could vary widely depending on the aggregate type and concluded that a globally applicable ASR expansion curve might not exist. The initial benchmark cases in Blackbear are built based on these experiments demonstrating how well the model can predict the experimental observations. The properties associated with the ASR extent calculation are tabulated below:

Expand All @@ -16,7 +16,7 @@ Various researchers have attempted to experimentally observe the ASR behavior in

Here, the negative latency time indicates the aggregates are highly reactive. Refer to [ConcreteASREigenstrain](ConcreteASREigenstrain.md) and [!cite](wallau2018asr) for more details.

## Assessment Problems
## Free Expansion of Reinforced Concrete Blocks

[!cite](wald_2017) performed a series of experiments to understand how the presence of multiaxial reinforcement affects ASR expansion behavior of concrete.
Two of these experiments are included here as assessment cases: one unreinforced block (Specimen A1-000b), and one block with nine uniaxial bars oriented in the z-direction (Specimen A1-001a). The assessment cases also evaluate the effect of the environmental condition on the expansion behavior of the concrete.
Expand Down

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