refine material structure for yield strength and get data as entered
This commit is contained in:
@@ -16,7 +16,9 @@
|
|||||||
"T": ["20-25", "°C"],
|
"T": ["20-25", "°C"],
|
||||||
"rho": [2.66, "g/cm³"],
|
"rho": [2.66, "g/cm³"],
|
||||||
"E": [70, "GPa"],
|
"E": [70, "GPa"],
|
||||||
"R_p02": ["110-130", "MPa"],
|
"Yield strength": {
|
||||||
|
"R_p02": ["110-130", "MPa"]
|
||||||
|
},
|
||||||
"R_m": ["230-290", "MPa"],
|
"R_m": ["230-290", "MPa"],
|
||||||
"Elongation": {
|
"Elongation": {
|
||||||
"A_5": ["10-15", "%"]
|
"A_5": ["10-15", "%"]
|
||||||
|
|||||||
@@ -32,9 +32,13 @@
|
|||||||
"T": "Reference temperature",
|
"T": "Reference temperature",
|
||||||
"rho": "Density",
|
"rho": "Density",
|
||||||
"E": "Young modulus, module of elasticity",
|
"E": "Young modulus, module of elasticity",
|
||||||
"R_p": "Yield strength R_p (R_e), R_{p0.2}",
|
"Yield strength": {
|
||||||
"R_p02": "Yield strength R_p (R_e), R_{p0.2}",
|
"R_s": "it is detectable only when the material has the yield phenomenon (it does not exist for the cold drawn and the stainless steels)",
|
||||||
"R_m": "Ultimate tensile strength R_m",
|
"R_p": "it is detectable on cold drawn and stainless steel, in place of R_s",
|
||||||
|
"R_p02": "load corresponding to a no proportional charge equal to a 0.2% of length L_0",
|
||||||
|
"R_p10": "load corresponding to a no proportional charge equal to a 1% of length L_0"
|
||||||
|
},
|
||||||
|
"R_m": "Ultimate tensile strength; it is the ratio between the maximum applied force and the original cross-sectional area of the specimen",
|
||||||
"Elongation": {
|
"Elongation": {
|
||||||
"A": "permanent elongation of length L_0, expressed in per cent of length L_0",
|
"A": "permanent elongation of length L_0, expressed in per cent of length L_0",
|
||||||
"A_0": "permanent elongation for proportional specimens with length L_0 equal to 100 mm (used for diameter lower than 4 mm)",
|
"A_0": "permanent elongation for proportional specimens with length L_0 equal to 100 mm (used for diameter lower than 4 mm)",
|
||||||
@@ -109,7 +113,9 @@
|
|||||||
"T": ["20-25", "°C"],
|
"T": ["20-25", "°C"],
|
||||||
"rho": [2.66, "g/cm³"],
|
"rho": [2.66, "g/cm³"],
|
||||||
"E": [70, "GPa"],
|
"E": [70, "GPa"],
|
||||||
"R_p02": ["110-130", "MPa"],
|
"Yield strength": {
|
||||||
|
"R_p02": ["110-130", "MPa"]
|
||||||
|
},
|
||||||
"R_m": ["230-290", "MPa"],
|
"R_m": ["230-290", "MPa"],
|
||||||
"Elongation": {
|
"Elongation": {
|
||||||
"A_5": ["10-15", "%"]
|
"A_5": ["10-15", "%"]
|
||||||
|
|||||||
@@ -180,9 +180,9 @@ def main():
|
|||||||
parser_get.add_argument('-E', '--E', dest='const_collection',
|
parser_get.add_argument('-E', '--E', dest='const_collection',
|
||||||
action='append_const', const="E",
|
action='append_const', const="E",
|
||||||
help='get Young\'s modulus, module of elasticity')
|
help='get Young\'s modulus, module of elasticity')
|
||||||
parser_get.add_argument('-R', '--R_p02', dest='const_collection',
|
parser_get.add_argument('-R', '--R_p', dest='const_collection',
|
||||||
action='append_const', const="R_p02",
|
action='append_const', const="R_p",
|
||||||
help='get yield strength R_e, R_{p0.2}')
|
help='get yield strength R_p')
|
||||||
parser_get.add_argument('--R_m', dest='const_collection',
|
parser_get.add_argument('--R_m', dest='const_collection',
|
||||||
action='append_const', const="R_m",
|
action='append_const', const="R_m",
|
||||||
help='get ultimate tensile strength R_m')
|
help='get ultimate tensile strength R_m')
|
||||||
@@ -207,18 +207,20 @@ def main():
|
|||||||
if args.const_collection:
|
if args.const_collection:
|
||||||
data = load_material(args.materialname)
|
data = load_material(args.materialname)
|
||||||
if args.debug:
|
if args.debug:
|
||||||
print("data: " + data)
|
print("data:")
|
||||||
if "rho" in args.const_collection:
|
print_material(data)
|
||||||
#args.const_collection.append("rho(T)")
|
for element in args.const_collection: # iter the way it is been entered as args
|
||||||
#f args.debug:
|
if element == "rho":
|
||||||
# print(args)
|
print_quantity(data['Mechanical Properties']['rho'])
|
||||||
print_quantity(data['Mechanical Properties']['rho'])
|
elif element == "E":
|
||||||
if "E" in args.const_collection:
|
print_quantity(data['Mechanical Properties']['E'])
|
||||||
print_quantity(data['Mechanical Properties']['E'])
|
elif element == "R_p":
|
||||||
if "R_p02" in args.const_collection:
|
if len(data['Mechanical Properties']['Yield strength']) == 1:
|
||||||
print_quantity(data['Mechanical Properties']['R_p02'])
|
print_quantity(next(iter(data['Mechanical Properties']['Yield strength'].values())))
|
||||||
if "R_m" in args.const_collection:
|
else:
|
||||||
print_quantity(data['Mechanical Properties']['R_m'])
|
print_quantity(data['Mechanical Properties']['Yield strength'])
|
||||||
|
elif element == "R_m":
|
||||||
|
print_quantity(data['Mechanical Properties']['R_m'])
|
||||||
|
|
||||||
elif args.search:
|
elif args.search:
|
||||||
search_list = [element for element in args.search.split(',')]
|
search_list = [element for element in args.search.split(',')]
|
||||||
|
|||||||
Reference in New Issue
Block a user