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This is an archived project. Repository and other project resources are read-only.
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nomad-lab
parser-elastic
Commits
4ebd6de4
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Commit
4ebd6de4
authored
7 years ago
by
Pardini, Lorenzo (lopa)
Browse files
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added input parser + more
parent
ad1d5988
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parser/parser-elastic/elastic_parser_input.py
+93
-0
93 additions, 0 deletions
parser/parser-elastic/elastic_parser_input.py
parser/parser-elastic/parser_elastic.py
+100
-57
100 additions, 57 deletions
parser/parser-elastic/parser_elastic.py
with
193 additions
and
57 deletions
parser/parser-elastic/elastic_parser_input.py
0 → 100644
+
93
−
0
View file @
4ebd6de4
import
xml.sax
import
logging
import
numpy
as
np
from
nomadcore.unit_conversion.unit_conversion
import
convert_unit_function
from
nomadcore.unit_conversion.unit_conversion
import
convert_unit
from
nomadcore.unit_conversion
import
unit_conversion
class
InputHandler
(
xml
.
sax
.
handler
.
ContentHandler
):
def
__init__
(
self
,
backend
):
self
.
backend
=
backend
self
.
inputSectionGIndex
=
-
1
self
.
basevect
=
[]
self
.
latticeDummy
=
''
self
.
CurrentData
=
''
self
.
atomCoor
=
[]
self
.
atomCoorDummy
=
[]
self
.
speciesfileDummy
=
''
self
.
speciesfile
=
[]
self
.
scale
=
1
self
.
cell
=
[]
self
.
cellDummy
=
[]
def
endDocument
(
self
):
bohr_to_m
=
convert_unit
(
1
,
"
bohr
"
,
"
m
"
)
for
i
in
range
(
0
,
len
(
self
.
cellDummy
)):
for
j
in
range
(
0
,
3
):
self
.
cell
[
i
].
append
(
float
(
self
.
cellDummy
[
i
][
j
])
*
self
.
scale
*
bohr_to_m
)
# print("cell=",self.cell)
self
.
backend
.
addValue
(
"
lattice_vectors
"
,
self
.
cell
)
self
.
backend
.
addValue
(
'
atom_positions
'
,
self
.
atomCoor
)
for
i
in
range
(
0
,
len
(
self
.
atomCoor
)):
self
.
speciesfile
.
append
(
self
.
speciesfileDummy
)
# print("len(self.atomCoor)=",len(self.atomCoor))
# print("self.atomCoor=",self.atomCoor)
# print("self.speciesfile=",self.speciesfile)
self
.
backend
.
addValue
(
"
atom_labels
"
,
self
.
speciesfile
)
def
startElement
(
self
,
name
,
attrs
):
self
.
CurrentData
=
name
if
name
==
"
crystal
"
:
self
.
scale
=
float
(
attrs
.
getValue
(
'
scale
'
))
elif
name
==
'
species
'
:
self
.
speciesfileDummy
=
attrs
.
getValue
(
'
speciesfile
'
)[:
-
4
]
# self.backend.addValue("atom_labels", self.speciesfile[:-4])
# print("self.speciesfile=",self.speciesfile)
elif
name
==
'
atom
'
:
self
.
atomCoorDummy
=
attrs
.
getValue
(
'
coord
'
).
split
()
for
j
in
range
(
0
,
3
):
self
.
atomCoorDummy
[
j
]
=
float
(
self
.
atomCoorDummy
[
j
])
self
.
atomCoor
.
append
(
self
.
atomCoorDummy
)
# print("self.atomCoor=",self.atomCoor)
else
:
pass
def
endElement
(
self
,
name
):
pass
def
characters
(
self
,
content
):
# cell = []
if
self
.
CurrentData
==
'
basevect
'
:
self
.
latticeDummy
=
content
lattice
=
self
.
latticeDummy
.
split
()
if
lattice
!=
[]:
self
.
cellDummy
.
append
(
lattice
)
self
.
cell
.
append
([])
# if lattice[i] != []:
# cell.append(lattice)
# for i in range(0,2):
# print("lattice=",cell)
else
:
pass
# print("cell=",cell)
# for i in range(0,len(lattice)):
# if lattice[i] != []:
# cell.append(lattice)
# for i in range(0,2):
# print("lattice=",cell)
# else:
# pass
# for i in range(0,len(lattice)):
# if lattice[i] != []:
# cell.append(lattice)
# print("lattice=",cell)
# for i in range(0,2):
# def endElement(self, name):
# pass
def
parseInput
(
inF
,
backend
):
handler
=
InputHandler
(
backend
)
logging
.
error
(
"
will parse
"
)
xml
.
sax
.
parse
(
inF
,
handler
)
logging
.
error
(
"
did parse
"
)
This diff is collapsed.
Click to expand it.
parser/parser-elastic/parser_elastic.py
+
100
−
57
View file @
4ebd6de4
from
builtins
import
object
import
setup_paths
import
numpy
as
np
from
nomadcore.unit_conversion.unit_conversion
import
convert_unit
from
nomadcore.parser_backend
import
JsonParseEventsWriterBackend
from
nomadcore.simple_parser
import
mainFunction
from
nomadcore.simple_parser
import
SimpleMatcher
as
SM
from
nomadcore.local_meta_info
import
loadJsonFile
,
InfoKindEl
import
os
,
sys
,
json
import
os
,
sys
,
json
,
elastic_parser_input
class
SampleContext
(
object
):
...
...
@@ -17,6 +18,7 @@ class SampleContext(object):
self
.
mainFile
=
None
self
.
etaEC
=
[]
self
.
fitEC
=
[]
self
.
SGN
=
0
def
initialize_values
(
self
):
"""
allows to reset values if the same superContext is used to parse different files
"""
...
...
@@ -31,14 +33,46 @@ class SampleContext(object):
def
onClose_section_run
(
self
,
backend
,
gIndex
,
section
):
pass
def
onClose_section_system
(
self
,
backend
,
gIndex
,
section
):
self
.
SGN
=
int
(
section
[
"
x_elastic_space_group_number
"
][
0
])
mainFile
=
self
.
parser
.
fIn
.
fIn
.
name
dirPath
=
os
.
path
.
dirname
(
mainFile
)
self
.
mainFile
=
self
.
parser
.
fIn
.
name
#####exciting sbt -> zip file#### YES
self
.
mainFilePath
=
self
.
mainFile
[
0
:
-
12
]
#####exciting sbt -> zip file#### YES
# print("self.mainFileUri=",self.mainFileUri)
# dirPath = self.mainFileUri[0:-12] #####exciting LOCAL HOME or from NOMAD URI nmd:// ####### YES
# print("dirPath=",dirPath)
# for files in os.listdir(self.mainFilePath):
for
files
in
os
.
listdir
(
dirPath
):
if
files
[
-
3
:]
==
"
xml
"
:
inputFile
=
files
# print("os.path.cwd()=",os.getcwd())
# print("inputFile=",inputFile)
else
:
pass
# print("dirPath=",dirPath)
os
.
chdir
(
self
.
mainFilePath
)
# os.chdir(dirPath)
with
open
(
inputFile
)
as
f
:
elastic_parser_input
.
parseInput
(
f
,
backend
)
# print(os.listdir(dirPath))
# if os.path.exist([-3:]) == "xml":
# inputFile = os.path.exist()
# inputFile = os.path.join(dirPath, "input.xml")
# print("inputFile=",inputFile)
def
onClose_section_method
(
self
,
backend
,
gIndex
,
section
):
SGN
=
int
(
section
[
"
x_elastic_space_group_number
"
][
0
])
ha_per_joule
=
convert_unit
(
1
,
"
hartree
"
,
"
J
"
)
# giga = 10**9
giga
=
1.0
# SGN = int(section["x_elastic_space_group_number"][0])
# print("SGN=",SGN)
elCode
=
section
[
'
x_elastic_code
'
]
elasticGIndex
=
backend
.
openSection
(
"
section_single_configuration_calculation
"
)
self
.
mainFile
=
self
.
parser
.
fIn
.
name
#####exciting sbt -> zip file####
self
.
mainFilePath
=
self
.
mainFile
[
0
:
-
12
]
#####exciting sbt -> zip file####
# self.mainFilePath = self.mainFileUri[0:-12] #####exciting LOCAL HOME or from NOMAD URI nmd:// #######
# self.mainFile = self.parser.fIn.name #####exciting sbt -> zip file#### NO
# self.mainFilePath = self.mainFile[0:-12] #####exciting sbt -> zip file#### NO
self
.
mainFilePath
=
self
.
mainFileUri
[
0
:
-
12
]
#####exciting LOCAL HOME or from NOMAD URI nmd:// ####### NO
# print("2222222=",self.mainFilePath)
mdr
=
float
(
section
[
'
x_elastic_max_lagrangian_strain
'
][
0
])
ordr
=
int
(
section
[
'
x_elastic_elastic_constant_order
'
][
0
])
nds
=
int
(
section
[
'
x_elastic_number_of_distorted_structures
'
][
0
])
...
...
@@ -49,7 +83,7 @@ class SampleContext(object):
polFit4Cross
=
polFit4
-
1
polFit6Cross
=
polFit6
-
1
ext_uri
=
[]
os
.
chdir
(
self
.
mainFilePath
)
#
os.chdir(self.mainFilePath)
###################NEW###################
# for def_str in os.listdir():
...
...
@@ -148,7 +182,7 @@ class SampleContext(object):
s
=
s
.
strip
()
dummy_eta
,
dummy_energy
=
s
.
split
()
eta
[
-
1
].
append
(
float
(
dummy_eta
))
energy
[
-
1
].
append
(
float
(
dummy_energy
))
energy
[
-
1
].
append
(
float
(
dummy_energy
)
*
ha_per_joule
)
os
.
chdir
(
'
../
'
)
defTyp
=
[]
...
...
@@ -169,34 +203,35 @@ class SampleContext(object):
for
i
in
range
(
0
,
6
):
s
[
i
]
=
s
[
i
].
strip
()
# print("s[i]=",s[i])
if
s
[
i
]
==
'
0.0
'
:
defTyp
[
-
1
].
append
(
float
(
s
[
i
]))
elif
s
[
i
]
==
'
eta
'
:
defTyp
[
-
1
].
append
(
mdr
)
elif
s
[
i
]
==
'
2eta
'
:
defTyp
[
-
1
].
append
(
2.0
*
mdr
)
elif
s
[
i
]
==
'
-eta
'
:
defTyp
[
-
1
].
append
(
-
mdr
)
elif
s
[
i
]
==
'
.5eta
'
:
defTyp
[
-
1
].
append
(
0.5
*
mdr
)
elif
s
[
i
]
==
'
-2eta
'
:
defTyp
[
-
1
].
append
(
-
2.0
*
mdr
)
elif
s
[
i
]
==
'
3eta
'
:
defTyp
[
-
1
].
append
(
3.0
*
mdr
)
elif
s
[
i
]
==
'
4eta
'
:
defTyp
[
-
1
].
append
(
4.0
*
mdr
)
elif
s
[
i
]
==
'
5eta
'
:
defTyp
[
-
1
].
append
(
5.0
*
mdr
)
elif
s
[
i
]
==
'
6eta
'
:
defTyp
[
-
1
].
append
(
6.0
*
mdr
)
elif
s
[
i
]
==
'
-3eta
'
:
defTyp
[
-
1
].
append
(
-
3.0
*
mdr
)
elif
s
[
i
]
==
'
-5eta
'
:
defTyp
[
-
1
].
append
(
-
5.0
*
mdr
)
elif
s
[
i
]
==
'
-6eta
'
:
defTyp
[
-
1
].
append
(
-
6.0
*
mdr
)
elif
s
[
i
]
==
'
-4eta
'
:
defTyp
[
-
1
].
append
(
-
4.0
*
mdr
)
defTyp
[
-
1
].
append
(
s
[
i
])
# if s[i] == '0.0':
# defTyp[-1].append(float(s[i]))
# elif s[i] == 'eta':
# defTyp[-1].append(mdr)
# elif s[i] == '2eta':
# defTyp[-1].append(2.0*mdr)
# elif s[i] == '-eta':
# defTyp[-1].append(-mdr)
# elif s[i] == '.5eta':
# defTyp[-1].append(0.5*mdr)
# elif s[i] == '-2eta':
# defTyp[-1].append(-2.0*mdr)
# elif s[i] == '3eta':
# defTyp[-1].append(3.0*mdr)
# elif s[i] == '4eta':
# defTyp[-1].append(4.0*mdr)
# elif s[i] == '5eta':
# defTyp[-1].append(5.0*mdr)
# elif s[i] == '6eta':
# defTyp[-1].append(6.0*mdr)
# elif s[i] == '-3eta':
# defTyp[-1].append(-3.0*mdr)
# elif s[i] == '-5eta':
# defTyp[-1].append(-5.0*mdr)
# elif s[i] == '-6eta':
# defTyp[-1].append(-6.0*mdr)
# elif s[i] == '-4eta':
# defTyp[-1].append(-4.0*mdr)
f
.
close
()
# print("defTyp=",defTyp)
...
...
@@ -209,6 +244,8 @@ class SampleContext(object):
# backend.closeSection("x_elastic_section_single_configuration_calculation", elasticGIndex)
os
.
chdir
(
'
Energy-vs-Strain
'
)
# ha_per_joule = convert_unit(1, "hartree", "J")
# print("ha_per_joule=",ha_per_joule)
d2E6_val
=
[]
d2E4_val
=
[]
d2E2_val
=
[]
...
...
@@ -237,7 +274,7 @@ class SampleContext(object):
d2E_eta_tot
[
-
1
].
append
([])
elif
len
(
s
)
>=
30
:
d2E_eta
,
d2E_values
=
s
.
split
()
d2E_val_tot
[
-
1
][
-
1
].
append
(
float
(
d2E_values
))
d2E_val_tot
[
-
1
][
-
1
].
append
(
float
(
d2E_values
)
*
giga
)
d2E_eta_tot
[
-
1
][
-
1
].
append
(
float
(
d2E_eta
))
f
.
close
()
else
:
...
...
@@ -255,7 +292,7 @@ class SampleContext(object):
d2E_eta_tot
[
-
1
].
append
([])
elif
len
(
s
)
>=
30
:
d2E_eta
,
d2E_values
=
s
.
split
()
d2E_val_tot
[
-
1
][
-
1
].
append
(
float
(
d2E_values
))
d2E_val_tot
[
-
1
][
-
1
].
append
(
float
(
d2E_values
)
*
giga
)
d2E_eta_tot
[
-
1
][
-
1
].
append
(
float
(
d2E_eta
))
f
.
close
()
d2E6_val
.
append
(
d2E_val_tot
[
i
-
1
][
0
])
...
...
@@ -359,29 +396,29 @@ class SampleContext(object):
except
ValueError
:
continue
else
:
EC_eigen
.
append
(
float
(
s
[
0
]))
EC_eigen
.
append
(
float
(
s
[
0
])
*
giga
)
elif
"
B_V
"
in
s
:
B_V
=
float
(
s
[
5
])
B_V
=
float
(
s
[
5
])
*
giga
elif
"
G_V
"
in
s
:
G_V
=
float
(
s
[
5
])
G_V
=
float
(
s
[
5
])
*
giga
elif
"
B_R
"
in
s
:
B_R
=
float
(
s
[
5
])
B_R
=
float
(
s
[
5
])
*
giga
elif
"
G_R
"
in
s
:
G_R
=
float
(
s
[
5
])
G_R
=
float
(
s
[
5
])
*
giga
elif
"
B_H
"
in
s
:
B_H
=
float
(
s
[
5
])
B_H
=
float
(
s
[
5
])
*
giga
elif
"
G_H
"
in
s
:
G_H
=
float
(
s
[
5
])
G_H
=
float
(
s
[
5
])
*
giga
elif
"
E_V
"
in
s
:
E_V
=
float
(
s
[
5
])
E_V
=
float
(
s
[
5
])
*
giga
elif
"
nu_V
"
in
s
:
nu_V
=
float
(
s
[
5
])
elif
"
E_R
"
in
s
:
E_R
=
float
(
s
[
5
])
E_R
=
float
(
s
[
5
])
*
giga
elif
"
nu_R
"
in
s
:
nu_R
=
float
(
s
[
5
])
elif
"
E_H
"
in
s
:
E_H
=
float
(
s
[
5
])
E_H
=
float
(
s
[
5
])
*
giga
elif
"
nu_H
"
in
s
:
nu_H
=
float
(
s
[
5
])
elif
len
(
s
)
==
6
and
s
[
0
]
!=
"
Elastic
"
and
s
[
0
]
!=
"
Eigenvalues
"
:
...
...
@@ -399,8 +436,9 @@ class SampleContext(object):
for
i
in
range
(
0
,
6
):
for
j
in
range
(
0
,
6
):
ECMat
[
i
][
j
]
=
float
(
ECMat
[
i
][
j
])
complMat
[
i
][
j
]
=
float
(
complMat
[
i
][
j
])
voigtMat
[
i
][
j
]
=
voigtMat
[
j
][
i
]
ECMat
[
i
][
j
]
=
float
(
ECMat
[
j
][
i
])
*
giga
complMat
[
i
][
j
]
=
float
(
complMat
[
j
][
i
])
/
giga
# backend.addValue("x_elastic_deformation_types", defTyp)
# backend.addValue("x_elastic_number_of_deformations", defNum)
...
...
@@ -559,7 +597,7 @@ class SampleContext(object):
C444
=
float
(
s
[
2
])
if
(
149
<=
SGN
and
SGN
<=
167
):
# Rhombohedral I
if
(
149
<=
self
.
SGN
and
self
.
SGN
<=
167
):
# Rhombohedral I
LC
=
'
RI
'
ECs
=
14
...
...
@@ -686,7 +724,7 @@ class SampleContext(object):
ECmat
[
5
][
5
][
3
]
=
C124
elif
(
168
<=
SGN
and
SGN
<=
176
):
# Hexagonal II
elif
(
168
<=
self
.
SGN
and
self
.
SGN
<=
176
):
# Hexagonal II
LC
=
'
HII
'
ECs
=
12
...
...
@@ -777,7 +815,7 @@ class SampleContext(object):
ECmat
[
5
][
5
][
2
]
=
D
ECmat
[
5
][
5
][
5
]
=
-
C116
elif
(
177
<=
SGN
and
SGN
<=
194
):
# Hexagonal I
elif
(
177
<=
self
.
SGN
and
self
.
SGN
<=
194
):
# Hexagonal I
LC
=
'
HI
'
ECs
=
10
...
...
@@ -853,7 +891,7 @@ class SampleContext(object):
ECmat
[
5
][
5
][
1
]
=
C
ECmat
[
5
][
5
][
2
]
=
D
elif
(
195
<=
SGN
and
SGN
<=
206
):
# Cubic II
elif
(
195
<=
self
.
SGN
and
self
.
SGN
<=
206
):
# Cubic II
LC
=
'
CII
'
ECs
=
8
...
...
@@ -923,7 +961,7 @@ class SampleContext(object):
ECmat
[
5
][
5
][
1
]
=
C155
ECmat
[
5
][
5
][
2
]
=
C144
elif
(
207
<=
SGN
and
SGN
<=
230
):
# Cubic I
elif
(
207
<=
self
.
SGN
and
self
.
SGN
<=
230
):
# Cubic I
LC
=
'
CI
'
ECs
=
6
...
...
@@ -1027,11 +1065,16 @@ mainFileDescription = \
# SM(r"\s*Order of elastic constants\s*=\s*(?P<x_elastic_elastic_constant_order>[0-9]+)"),
SM
(
r
"
\s*Method of calculation\s*=\s*(?P<x_elastic_calculation_method>[-a-zA-Z]+)
"
),
SM
(
r
"
\s*DFT code name\s*=\s*(?P<x_elastic_code>[-a-zA-Z]+)
"
),
SM
(
r
"
\s*Space-group number\s*=\s*(?P<x_elastic_space_group_number>[0-9]+)
"
),
SM
(
r
"
\s*Volume of equilibrium unit cell\s*=\s*(?P<x_elastic_unit_cell_volume>[-0-9.]+)\s*\[a.u\^3\]
"
),
SM
(
name
=
'
system
'
,
startReStr
=
r
"
\s*Space-group number\s*=\s*(?P<x_elastic_space_group_number>[0-9]+)
"
,
sections
=
[
'
section_system
'
],
subMatchers
=
[
# SM(r"\s*Space-group number\s*=\s*(?P<x_elastic_space_group_number>[0-9]+)"),
SM
(
r
"
\s*Volume of equilibrium unit cell\s*=\s*(?P<x_elastic_unit_cell_volume__bohr3>[-0-9.]+)\s*\[a.u\^3\]
"
)
]),
SM
(
r
"
\s*Maximum Lagrangian strain\s*=\s*(?P<x_elastic_max_lagrangian_strain>[0-9.]+)
"
),
SM
(
r
"
\s*Number of distorted structures\s*=\s*(?P<x_elastic_number_of_distorted_structures>[0-9]+)
"
)
])
]
)
])
...
...
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