Input URI
{base url} + db/TDME |
---|
Active Methods
POST, GET, PUT, DELETE |
---|
JSON Schema
Details
"TDME": {
"$schema": "http://json-schema.org/draft-07/schema#",
"type": "object",
"properties": {
"NAME": {
"description": "MaterialName",
"type": "string"
},
"TYPE": {
"description": "CodeorUserType",
"type": "string"
},
"CODENAME": {
"description": "CodeName",
"type": "string"
},
"STRENGTH": {
"description": "CompressionStrength",
"type": "number"
},
"A": {
"description": "FactorA",
"type": "number"
},
"B": {
"description": "FactorB",
"type": "number"
},
"D": {
"description": "FactorD",
"type": "number"
},
"iCTYPE": {
"description": "CementType",
"type": "integer"
},
"bUSE": {
"description": "UseConcreteData",
"type": "boolean"
},
"TENS_STRN_FACTOR": {
"description": "TensileStrengthFactor",
"type": "number"
},
"iECTYPE": {
"description": "ElasticCementType",
"type": "integer"
},
"CMETH": {
"description": "CuringMeth",
"type": "integer"
},
"CTYPE": {
"description": "ConcreteType",
"type": "integer"
},
"MAXS": {
"description": "MaxSize",
"type": "number"
},
"PZ": {
"description": "P-z",
"type": "integer"
},
"nAGGRE": {
"description": "AggreType",
"type": "integer"
},
"DENSITY": {
"description": "Density",
"type": "number"
},
"SCALE": {
"description": "ScaleFactor",
"type": "number"
},
"aDATA": {
"description": "FuncData",
"type": "array",
"items": {
"type": "object",
"properties": {
"TIME": {
"description": "Day",
"type": "number"
},
"COMP": {
"description": "Compression",
"type": "number"
},
"TENS": {
"description": "Tensile",
"type": "number"
},
"ELAST": {
"description": "Elastic",
"type": "number"
}
}
}
}
}
}
}
Examples
ACI
"Assign": {
"1": {
"NAME": "ACI",
"TYPE": "CODE",
"CODENAME": "ACI",
"STRENGTH": 30000,
"A": 1,
"B": 2
}
}
}
CEB-FIP(2010)
"Assign": {
"2": {
"NAME": "CEB-FIP(2010)",
"TYPE": "CODE",
"CODENAME": "CEB-FIP(2010)",
"STRENGTH": 30000,
"iCTYPE": 1,
"nAGGRE": 0
}
}
}
CEB-FIP(1990)
"Assign": {
"3": {
"NAME": "CEB-FIP(1990)",
"TYPE": "CODE",
"CODENAME": "CEB-FIP(1990)",
"STRENGTH": 30000,
"iCTYPE": 2
}
}
}
Ohzagi
"Assign": {
"4": {
"NAME": "Ohzagi",
"TYPE": "CODE",
"CODENAME": "Ohzagi",
"STRENGTH": 30000,
"iCTYPE": 2
}
}
}
INDIA(IRC:18-2000)
"Assign": {
"5": {
"NAME": "INDIA(IRC:18-2000)",
"TYPE": "CODE",
"CODENAME": "INDIA(IRC:18-2000)",
"STRENGTH": 30000
}
}
}
European
"Assign": {
"6": {
"NAME": "European",
"TYPE": "CODE",
"CODENAME": "EUROPEAN",
"STRENGTH": 30000,
"iCTYPE": 2
}
}
}
CEB-FIP(1978)
"Assign": {
"7": {
"NAME": "CEB-FIP(1978)",
"TYPE": "CODE",
"CODENAME": "CEB-FIP(1978)",
"STRENGTH": 30000
}
}
}
AS 5100.5-2017
"Assign": {
"8": {
"NAME": "AS5100.5-2017",
"TYPE": "CODE",
"CODENAME": "AS5100.5-2017",
"STRENGTH": 30000
}
}
}
AS 5100.5-2016
"Assign": {
"9": {
"NAME": "AS5100.5-2016",
"TYPE": "CODE",
"CODENAME": "AS5100.5-2016",
"STRENGTH": 30000
}
}
}
AS/RTA 5100.5-2011
"Assign": {
"10": {
"NAME": "AS/RTA5100.5-2011",
"TYPE": "CODE",
"CODENAME": "AS/RTA5100.5-2011",
"STRENGTH": 30000
}
}
}
AS 3600-2009
"Assign": {
"11": {
"NAME": "AS3600-2009",
"TYPE": "CODE",
"CODENAME": "AS3600-2009",
"STRENGTH": 30000
}
}
}
INDIA(IRC:112-2011)
"Assign": {
"12": {
"NAME": "INDIA(IRC:112-2011)",
"TYPE": "CODE",
"CODENAME": "INDIA(IRC:112-2011)",
"STRENGTH": 30000,
"iCTYPE": 1
}
}
}
INDIA(IRC:112-2020)
"Assign": {
"13": {
"NAME": "INDIA(IRC:112-2020)",
"TYPE": "CODE",
"CODENAME": "INDIA(IRC:112-2020)",
"STRENGTH": 30000,
"iCTYPE": 1,
"nAGGRE": 0
}
}
}
Russian
"Assign": {
"14": {
"NAME": "Russian",
"TYPE": "CODE",
"CODENAME": "RUSSIAN",
"STRENGTH": 30000,
"iCTYPE": 1,
"CMETH": 1,
"CTYPE": 1,
"MAXS": 0.02,
"PZ": 0
}
}
}
GILBERT AND RANZI
"Assign": {
"15": {
"NAME": "GILBERTANDRANZI",
"TYPE": "CODE",
"CODENAME": "GILBERTANDRANZI",
"STRENGTH": 30000,
"iCTYPE": 1,
"DENSITY": 230
}
}
}
Japan(Hydration)
"Assign": {
"16": {
"NAME": "Japan(Hydration)_1",
"TYPE": "CODE",
"CODENAME": "Japan(hydration)",
"STRENGTH": 30000,
"iCTYPE": 1,
"bUSE": true,
"TENS_STRN_FACTOR": 3
},
"22": {
"NAME": "Japan(Hydration)_2",
"TYPE": "CODE",
"CODENAME": "Japan(hydration)",
"STRENGTH": 30000,
"A": 4.5,
"B": 0.95,
"D": 1.11,
"bUSE": false,
"TENS_STRN_FACTOR": 3
}
}
}
Japan(Elastic)
"Assign": {
"17": {
"NAME": "Japan(Elastic)",
"TYPE": "CODE",
"CODENAME": "Japan(elastic)",
"STRENGTH": 30000,
"iECTYPE": 0
}
}
}
KDS-2016
"Assign": {
"18": {
"NAME": "KDS-2016",
"TYPE": "CODE",
"CODENAME": "KDS-2016",
"STRENGTH": 30000,
"iCTYPE": 1,
"DENSITY": 230
}
}
}
KCI-USD12
"Assign": {
"19": {
"NAME": "KCI-USD12",
"TYPE": "CODE",
"CODENAME": "KCI-USD12",
"STRENGTH": 30000,
"iCTYPE": 1
}
}
}
Korean Standard
"Assign": {
"20": {
"NAME": "KoreanStandard",
"TYPE": "CODE",
"CODENAME": "KoreanStandard",
"STRENGTH": 30000,
"A": 1,
"B": 2
}
}
}
User Defined
"Assign": {
"21": {
"NAME": "User",
"TYPE": "USER",
"SCALE": 1,
"aDATA": [
{
"TIME": 0,
"COMP": 0,
"TENS": 0,
"ELAST": 0
},
{
"TIME": 1000,
"COMP": 30000,
"TENS": 1000,
"ELAST": 3000000
}
]
}
}
}
Specifications
No. | Description | Key | Value Type | Default | Required | |
---|---|---|---|---|---|---|
Common Keys and |
||||||
1 |
Material Name |
"NAME" |
String |
- |
Required |
|
2 |
Material Type • Code: "CODE" • User: "USER" |
"TYPE" |
String |
- |
Required |
|
3 |
Code Name ¹⁾ • When "TYPE" is "CODE" |
"CODENAME" |
String |
- |
Required |
|
4 |
Compression Strength • When "TYPE" is "CODE" |
"STRENGTH" |
Number |
- |
Required |
|
ACI, Korea Standard |
||||||
5 |
Factor, a |
"A" |
Number |
- |
Required |
|
6 |
Factor, b |
"B" |
Number |
- |
Required |
|
CEB-FIP (1990), Ohzagi, European, INDIA (IRC:112-2011), KCI-USD12 |
||||||
5 |
Cement Type ²⁾ |
"iCTYPE" |
Integer |
- |
Required |
|
CEB-FIP (2010), INDIA (IRC:112-2020) |
||||||
5 |
Cement Type ²⁾ |
"iCTYPE" |
Integer |
- |
Required |
|
6 |
Aggregate Type • Basalt, dense limestone aggregates (1.2): 0 • Quartzite aggregates: 1 • Limestone aggregates: 2 • Sandstone aggregates: 3 |
"nAGGRE" |
Integer |
- |
Required |
|
Russian |
||||||
5 |
Cement Type ²⁾ |
"iCTYPE" |
Integer |
- |
Required |
|
6 |
Curing Method • Natural Cure: 0 • Steam Cure: 1 |
"CMETH" |
Integer |
- |
Required |
|
7 |
Concrete Type • Heavy Concrete: 0 • Fine-Grained Concrete: 1 |
"CTYPE" |
Integer |
- |
Required |
|
8 |
Maximum Aggregate Size |
"MAXS" |
Number |
- |
Required |
|
9 |
Specific Content of the Cement Paste |
"PZ" |
Number |
- |
Required |
|
GILBERT AND PRANZI, KDS-2016 |
||||||
5 |
Cement Type ²⁾ |
"iCTYPE" |
Integer |
- |
Required |
|
6 |
Weight Density |
"DENSITY" |
Number |
- |
Required |
|
Japan (Hydration) |
||||||
5 |
Tensile Strength Factor |
"TENS_STRN_FACTOR" |
Number |
- |
Required |
|
6 |
Use Concrete Data Option |
"bUSE" |
Boolean |
false |
Optional |
|
- |
When "bUSE" is False |
|||||
7 |
Factor, a |
"A" |
Number |
- |
Required |
|
8 |
Factor, b |
"B" |
Number |
- |
Required |
|
9 |
Factor, d |
"D" |
Number |
- |
Required |
|
- |
When "bUSE" is True |
|||||
7 |
Cement Type ²⁾ |
"iCTYPE" |
Integer |
- |
Required |
|
Japan (Elastic) |
||||||
5 |
Elastic Cement Type • Normal Type: 0 • Rapid Type: 1 |
"iECTYPE" |
Integer |
- |
Required |
|
User Defined |
||||||
5 |
Scale Factor |
"SCALE" |
Number |
- |
Required |
|
6 |
Function Data • Insert the data as an object |
"SCALE" |
Array |
- |
Required |
|
(1) |
Time (day) |
"TIME" |
Number |
- |
Required |
|
(2) |
Compression Strength |
"COMP" |
Number |
- |
Required |
|
(3) |
Tensile Strength |
"TENS" |
Number |
- |
Required |
|
(4) |
Elastic Modulus |
"ELAST" |
Number |
- |
Required |
¹⁾ Code Name
No. |
Code |
"CODENAME" |
---|---|---|
1 |
ACI |
"ACI" |
2 |
CEB-FIP (2010) |
"CEB-FIP(2010)" |
3 |
CEB-FIP (1990) |
"CEB-FIP(1990)" |
4 |
Ohzagi |
"Ohzagi" |
5 |
European |
"EUROPEAN" |
6 |
INDIA (IRC:18-2000) |
"INDIA(IRC:18-2000)" |
7 |
CEB-FIP (1978) |
"CEB-FIP(1978)" |
8 |
AS 5100.5-2017 |
"AS 5100.5-2017" |
9 |
AS 5100.5-2016 |
"AS 5100.5-2016" |
10 |
AS/RTA 5100.5-2011 |
"AS/RTA 5100.5-2011" |
11 |
AS 3600-2009 |
"AS 3600-2009" |
12 |
INDIA (IRC:112-2011) |
"INDIA(IRC:112-2011)" |
13 |
INDIA (IRC:112-2020) |
"INDIA(IRC:112-2020)" |
14 |
Russian |
"RUSSIAN" |
15 |
GILBERT AND RANZI |
"GILBERT AND RANZI" |
16 |
Japan (Hydration) |
"Japan(hydration)" |
17 |
Japan (Elastic) |
"Japan(elastic)" |
18 |
KDS-2016 |
"KDS-2016" |
19 |
KCI-USD12 |
"KCI-USD12" |
20 |
Korean Standard |
"Korean Standard" |
²⁾ Cement Type
Code |
"iCTYPE" |
Description |
---|---|---|
CEB-FIP(1990) |
1 |
RS: 0.2 |
2 |
N, R: 0.25 |
|
3 |
SL: 0.38 |
|
Ohzagi |
1 |
RS |
2 |
N, R |
|
3 |
SL |
|
4 |
Fly-ash |
|
European |
1 |
Class R: 0.20 |
2 |
Class N: 0.25 |
|
3 |
Class S: 0.38 |
|
INDIA(IRC:112-2011) |
1 |
Slow Setting cement |
2 |
Normal cement |
|
3 |
Rapid hardening cement |
|
KCI-USD12 |
1 |
N,R_moist cured: 0.35 |
2 |
N,R_steam cured: 0.15 |
|
3 |
RS_moist cured: 0.25 |
|
4 |
RS_steam cured: 0.12 |
|
5 |
SL: 0.40 |
|
CEB-FIP(2010) |
1 |
42.5 R, 52.5 N, 52.5 R: 0.20 |
2 |
32.5 R, 42.5 N: 0.25 |
|
3 |
32.5 N: 0.38 |
|
Russian |
1 |
Normal |
2 |
Fast-hardened |
|
3 |
Slag |
|
4 |
Pozzolan |
|
GILBERT AND RANZI |
1 |
Ordinary Portland Cement: 0.38 |
2 |
High Early Strength Cement: 0.25 |
|
KDS-2016 |
1 |
N,R moist cured: 0.35 |
2 |
N,R steam cured: 0.15 |
|
3 |
RS moist cured: 0.25 |
|
4 |
RS steam cured: 0.12 |
|
5 |
SL: 0.40 |
|
Japan(Hydration) |
0 |
Normal Portland cement |
1 |
Moderate Portland cement |
|
2 |
High-early-strength Portland cement |