Input URI
{base url} + db/TDMT |
---|
Active Methods
POST, GET, PUT, DELETE |
---|
JSON Schema
Details
"TDMT": {
"$schema": "http://json-schema.org/draft-07/schema#",
"type": "object",
"properties": {
"NAME": {
"description": "MaterialName",
"type": "string"
},
"CODE": {
"description": "CodeName",
"type": "string"
},
"STR": {
"description": "CompressionStrength",
"type": "number"
},
"HU": {
"description": "RelativeHumidity",
"type": "number"
},
"HTYPE": {
"description": "RelativeHumidity",
"type": "string"
},
"AGE": {
"description": "ConcreteAge",
"type": "number"
},
"UCS": {
"description": "UltimateCreepStrain",
"type": "number"
},
"VOL": {
"description": "VolumeSurfaceRatio",
"type": "number"
},
"RR": {
"description": "ReinforcementRatio",
"type": "number"
},
"MOD": {
"description": "ModulusofElasticity",
"type": "number"
},
"MSIZE": {
"description": "MemberSize",
"type": "number"
},
"CTYPE": {
"description": "CementType",
"type": "string"
},
"VSR": {
"description": "ShrinkVolumeSurfaceRatio",
"type": "string"
},
"THIK": {
"description": "Thickness",
"type": "number"
},
"iEPS_DRY": {
"description": "EpsDryMethod",
"type": "integer"
},
"EPS_DRY": {
"description": "EpsDryValue",
"type": "number"
},
"CEMCONTENT": {
"description": "CementContent",
"type": "number"
},
"WATERCONTENT": {
"description": "WaterContent",
"type": "number"
},
"BSC": {
"description": "CementTypeofCoeff",
"type": "number"
},
"CFACTA": {
"description": "ConcreteFactorA",
"type": "number"
},
"CFACTB": {
"description": "ConcreteFactorB",
"type": "number"
},
"TYPE": {
"description": "CodeorUser",
"type": "string"
},
"CMETHOD": {
"description": "CuringMethod",
"type": "string"
},
"SLUMP": {
"description": "Slump",
"type": "number"
},
"FAPERCENT": {
"description": "FineAggPercent",
"type": "number"
},
"AIRCONTENT": {
"description": "AirContent",
"type": "number"
},
"CREEPCOEFF": {
"description": "CreepCoeff",
"type": "number"
},
"SHRINKSTRAIN": {
"description": "ShrinkStrain",
"type": "number"
},
"TYPEOFAFFR": {
"description": "TypeofAggregate",
"type": "integer"
},
"USS": {
"description": "UltimateShrinkageStrain",
"type": "number"
},
"VSR1": {
"description": "CreepVolumeSurfaceRatio",
"type": "string"
},
"LAF": {
"description": "LoadingAgedFactor",
"type": "string"
},
"US": {
"description": "Shrinkage",
"type": "number"
},
"PST": {
"description": "ShrinkProgressofShrinkage",
"type": "string"
},
"bRCE": {
"description": "ReinforcedConcreteEffect",
"type": "boolean"
},
"CM": {
"description": "CalculationMethodforE",
"type": "string"
},
"LAMBDA": {
"description": "Lambda",
"type": "number"
},
"bEXPOSE": {
"description": "BooleanExpose",
"type": "boolean"
},
"TCODE": {
"description": "TypeofCode",
"type": "integer"
},
"bSILICA": {
"description": "SilicaFume",
"type": "boolean"
},
"ALPHAFACT": {
"description": "AlphaFactor",
"type": "number"
},
"bAUTO": {
"description": "BooleanAutoShrankage",
"type": "boolean"
},
"GAMMAFACT": {
"description": "GammaFactor",
"type": "number"
},
"AFACT": {
"description": "AFactor",
"type": "number"
},
"BFACT": {
"description": "BFactor",
"type": "number"
},
"bGEN": {
"description": "BooleanGeneralShrankage",
"type": "boolean"
},
"EXPOSURE": {
"description": "ExposureEnv",
"type": "integer"
},
"M": {
"description": "ExposeSurfaceM",
"type": "number"
},
"CMETH": {
"description": "CuringMeth",
"type": "integer"
},
"iCTYPE": {
"description": "CementType",
"type": "integer"
},
"CREEP": {
"description": "BooleanCreep",
"type": "boolean"
},
"CONCT": {
"description": "ConcreteType",
"type": "integer"
},
"W": {
"description": "Water",
"type": "number"
},
"MAXS": {
"description": "MaxSize",
"type": "number"
},
"A": {
"description": "Air",
"type": "number"
},
"PZ": {
"description": "P-z",
"type": "number"
},
"FLYASH": {
"description": "AddFlyAsh",
"type": "number"
},
"FS": {
"description": "RFactorShrink",
"type": "number"
},
"DENSITY": {
"description": "Density",
"type": "number"
},
"IPFACT": {
"description": "ImpactFactor",
"type": "number"
},
"AGESOL": {
"description": "ConreteAgeSol",
"type": "number"
},
"SSFNAME": {
"description": "MaterialFunctionName",
"type": "string"
},
"vCREEP_AGE": {
"description": "CreepFunction,AgeList",
"type": "array",
"items": {
"type": "object",
"properties": {
"NAME": {
"description": "MaterialFunctionName",
"type": "string"
},
"AGE": {
"description": "Age",
"type": "number"
}
}
}
}
}
}
}
Examples
CEB-FIP 2010, 1990, 1978
"Assign": {
"1": {
"NAME": "CEB-FPI(2010)",
"CODE": "CEB_FIP_2010",
"STR": 50000,
"HU": 70,
"AGE": 3,
"MSIZE": 1.2,
"CTYPE": "NR",
"TYPEOFAFFR": 0
},
"2": {
"NAME": "CEB-FIP(1990)",
"CODE": "CEB",
"STR": 50000,
"HU": 70,
"AGE": 3,
"MSIZE": 1.2,
"CTYPE": "NR",
"TYPEOFAFFR": 0
},
"3": {
"NAME": "CEB-FIP(1978)",
"CODE": "CEB_FIP_1978",
"STR": 50000,
"HU": 70,
"AGE": 3,
"MSIZE": 1.2,
"CTYPE": "NR",
"TYPEOFAFFR": 0
}
}
}
ACI
"Assign": {
"4": {
"NAME": "ACI_Code",
"CODE": "ACI",
"STR": 50000,
"HU": 70,
"AGE": 3,
"VOL": 1.2,
"CEMCONTENT": 24,
"CFACTA": 4,
"CFACTB": 0.85,
"TYPE": "CODE",
"CMETHOD": "MOIST",
"SLUMP": 1.1,
"FAPERCENT": 12,
"AIRCONTENT": 13
},
"5": {
"NAME": "ACI_User",
"CODE": "ACI",
"STR": 50000,
"HU": 70,
"AGE": 3,
"VOL": 1.2,
"CFACTA": 4,
"CFACTB": 0.85,
"TYPE": "USER",
"CMETHOD": "MOIST",
"CREEPCOEFF": 1.4,
"SHRINKSTRAIN": 500
}
}
}
PCA
"Assign": {
"6": {
"NAME": "PCA",
"CODE": "PCA",
"STR": 50000,
"HU": 70,
"UCS": 4,
"VOL": 1.2,
"RR": 20,
"MOD": 200000000,
"USS": 780
}
}
}
Combined (ACI & PCA)
"Assign": {
"7": {
"NAME": "Combined(ACI&PCA)",
"CODE": "COMBINED",
"STR": 50000,
"HU": 70,
"UCS": 20,
"VOL": 1.2,
"RR": 10,
"MOD": 200000000,
"VSR": "ACI",
"VSR1": "ACI",
"LAF": "MOIST",
"US": 22,
"PST": "MOIST",
"bRCE": true
}
}
}
AASHTO
"Assign": {
"8": {
"NAME": "AASHTO",
"CODE": "AASHTO",
"STR": 50000,
"HU": 70,
"AGE": 3,
"VOL": 1.2,
"bEXPOSE": true
}
}
}
JAPAN (JSCE 2012, JSCE 2007, JSCE)
"Assign": {
"9": {
"NAME": "JAPAN(JSCE2012)",
"CODE": "JSCE_12",
"STR": 30000,
"HU": 70,
"AGE": 3,
"VOL": 0.2,
"CEMCONTENT": 30,
"WATERCONTENT": 20,
"IPFACT": 1,
"AGESOL": 5
},
"10": {
"NAME": "JAPAN(JSCE2007)",
"CODE": "JSCE_07",
"STR": 30000,
"HU": 70,
"AGE": 3,
"VOL": 0.2,
"CEMCONTENT": 30,
"WATERCONTENT": 20,
"ALPHAFACT": 11,
"bAUTO": true,
"GAMMAFACT": 1,
"AFACT": 0.1,
"BFACT": 0.7,
"bGEN": true
},
"12": {
"NAME": "JAPAN(JSCE)",
"CODE": "JSCE",
"HU": 70,
"AGE": 3,
"VOL": 0.2,
"CEMCONTENT": 30,
"WATERCONTENT": 20
}
}
}
Janpanese Standard
"Assign": {
"11": {
"NAME": "JapaneseStandard",
"CODE": "JAPAN",
"STR": 30000,
"HU": 70,
"HTYPE": "RH",
"AGE": 3,
"MSIZE": 1.2,
"CTYPE": "NC",
"CM": "JSCE",
"LAMBDA": 1
}
}
}
INDIA(IRC:18-2000, IRC:112-2011)
"Assign": {
"13": {
"NAME": "INDIA(IRC:18-2000)",
"CODE": "INDIA_IRC_18_2000",
"STR": 30000,
"HU": 70,
"AGE": 3,
"MSIZE": 1.2
},
"21": {
"NAME": "INDIA(IRC:112-2011)",
"CODE": "INDIA_IRC_112_2011",
"STR": 30000,
"HU": 70,
"AGE": 3,
"MSIZE": 1.2,
"CTYPE": "NR"
}
}
}
European
"Assign": {
"14": {
"NAME": "European",
"CODE": "EUROPEAN",
"STR": 30000,
"HU": 70,
"AGE": 3,
"MSIZE": 1.2,
"CTYPE": "ClassN",
"TCODE": 1,
"bSILICA": true
}
}
}
AS 5100.5-2017, AS 5100.5-2016, AS/RTA 5100.5-2011, AS 3600-2009, NZ Bridge(SP/M/022)
"Assign": {
"15": {
"NAME": "AS5100.5-2017",
"CODE": "AS_5100_5_2017",
"STR": 30000,
"AGE": 3,
"THIK": 1.2,
"iEPS_DRY": 0,
"EPS_DRY": 0,
"EXPOSURE": 0
},
"16": {
"NAME": "AS5100.5-2016",
"CODE": "AS_5100_5_2016",
"STR": 30000,
"AGE": 3,
"THIK": 1.2,
"iEPS_DRY": 0,
"EPS_DRY": 0,
"EXPOSURE": 0
},
"17": {
"NAME": "AS/RTA5100.5-2011",
"CODE": "AS_RTA_5100_5_2011",
"STR": 30000,
"AGE": 3,
"THIK": 1.2,
"iEPS_DRY": 0,
"EPS_DRY": 0,
"EXPOSURE": 0
},
"18": {
"NAME": "AS3600-2009",
"CODE": "AS_3600_2009",
"STR": 30000,
"AGE": 3,
"THIK": 1.2,
"iEPS_DRY": 0,
"EPS_DRY": 0,
"EXPOSURE": 0
},
"19": {
"NAME": "NZBridge(SP/M/022)",
"CODE": "NEWZEALAND",
"STR": 30000,
"AGE": 3,
"THIK": 1.2,
"iEPS_DRY": 4,
"EPS_DRY": 1000,
"FS": 0.72
}
}
}
Russian
"Assign": {
"22": {
"NAME": "Russian",
"CODE": "RUSSIAN",
"STR": 30000,
"HU": 70,
"AGE": 3,
"M": 1.2,
"CMETH": 0,
"iCTYPE": 0,
"CREEP": false,
"CONCT": 0,
"W": 180,
"MAXS": 0.02,
"A": 30,
"PZ": 0.25
}
}
}
Chinese Standard, China (JTG D62-2004), China (JTG3362-2018)
"Assign": {
"23": {
"NAME": "ChineseStandard",
"CODE": "CHINESE",
"STR": 30000,
"HU": 70,
"HTYPE": "RH",
"AGE": 3,
"MSIZE": 1.2
},
"24": {
"NAME": "China(JTGD62-2004)",
"CODE": "JTG",
"STR": 50000,
"HU": 70,
"AGE": 3,
"MSIZE": 1.2,
"BSC": 5
},
"25": {
"NAME": "China(JTG3362-2018)",
"CODE": "CHINA_JTG3362_2018",
"STR": 50000,
"HU": 70,
"AGE": 3,
"MSIZE": 1.2,
"BSC": 5,
"FLYASH": 20
}
}
}
KDS-2016, KCI-USD12, KSCE 2010, Korea Standard
"Assign": {
"26": {
"NAME": "KDS-2016",
"CODE": "KDS_2016",
"STR": 30000,
"HU": 70,
"AGE": 3,
"MSIZE": 1.2,
"CTYPE": "NR",
"DENSITY": 240
},
"27": {
"NAME": "KCI-USD12",
"CODE": "KSI_USD12",
"STR": 50000,
"HU": 70,
"AGE": 3,
"MSIZE": 1.2,
"CTYPE": "NR"
},
"28": {
"NAME": "KSCE2010",
"CODE": "KSCE_2010",
"STR": 50000,
"HU": 70,
"AGE": 3,
"MSIZE": 1.2,
"CTYPE": "NR"
},
"29": {
"NAME": "KoreaStandard",
"CODE": "KS",
"STR": 50000,
"HU": 70,
"AGE": 3,
"MSIZE": 1.2,
"CTYPE": "NR"
}
}
}
User Defined
"Assign": {
"30": {
"NAME": "UserDefined",
"CODE": "USER_DEFINED",
"SSFNAME": "User_Shrk",
"vCREEP_AGE": [
{
"NAME": "User_Creep_Coeff",
"AGE": 3
}
]
}
}
}
Specifications
No. | Description | Key | Value Type | Default | Required | |
---|---|---|---|---|---|---|
Common Keys |
||||||
1 |
Time Dependent Material Name |
"NAME" |
String |
- |
Required |
|
2 |
Code Name ¹⁾ |
"CODE" |
String |
- |
Required |
|
CEB-FIP 2010, 1990, 1978 |
||||||
3 |
Compression Strength |
"STR" |
Number |
- |
Required |
|
4 |
Relative Humidity • Range(2010, 1990): 40~99 (%) • Range(1978): 40~100 (%) |
"HU" |
Number |
- |
Required |
|
5 |
Notional Size of Member |
"MSIZE" |
Number |
- |
Required |
|
6 |
Type of Cement ²⁾ |
"CTYPE" |
String |
"RS" |
Optional |
|
7 |
Concrete Age |
"AGE" |
Number |
- |
Required |
|
8 |
Type of Aggregate <strong>• </strong>Only for CEB-FIP 2010 ◦ Basalt, dense limestone aggregates: 0 ◦ Quartzite aggregates: 1 ◦ Limestone aggregates: 2 ◦ Sandstone aggregates: 3 |
"TYPEOFAFFR" |
Integer |
0 |
Optional |
|
ACI |
||||||
3 |
Compression Strength |
"STR" |
Number |
- |
Required |
|
4 |
Relative Humidity • Range: 40~99 (%) |
"HU" |
Number |
- |
Required |
|
5 |
Volume Surface Ratio |
"VOL" |
Number |
- |
Required |
|
6 |
Concrete Age |
"AGE" |
Number |
- |
Required |
|
7 |
Curing Method • Moist cured: "MOIST" • Steam cure: "STEAM" |
"CMETHOD" |
String |
"MOIST" |
Optional |
|
8 |
Concrete Compressive Strength Factor a • Range: 0.05 ~ 9.25 |
"CFACTA" |
Number |
- |
Required |
|
9 |
Concrete Compressive Strength Factor b • Range: 0.67 ~ 0.98 |
"CFACTB" |
Number |
- |
Required |
|
10 |
Material Factored Ultimate Value Type • ACI Code: "CODE" • User: "USER" |
"TYPE" |
String |
"CODE" |
Optional |
|
- |
When the Ultimate Value Type is CODE |
|||||
11 |
Slump |
"SLUMP" |
Number |
- |
Required |
|
12 |
Fine Aggregate Percentage |
"FAPERCENT" |
Number |
- |
Required |
|
13 |
Air Content |
"AIRCONTENT" |
Number |
- |
Required |
|
14 |
Cement Content |
"CEMCONTENT" |
Number |
- |
Required |
|
- |
When the Ultimate Value Type is USER |
|||||
11 |
Creep Coefficient • Range: 1.3 ~ 4.15 |
"CREEPCOEFF" |
Number |
- |
Required |
|
12 |
Shrinkage Strain • Range: 415 ~ 1070 (E-6) |
"SHRINKSTRAIN" |
Number |
- |
Required |
|
PCA |
||||||
3 |
Compression Strength |
"STR" |
Number |
- |
Required |
|
4 |
Ultimate Shrinkage Strain • Range: 500 ~ 800 (E-6) |
"USS" |
Number |
- |
Required |
|
5 |
Ultimate Creep Strain • Range: 3 ~ 5 (1/fc*E-3) |
"UCS" |
Number |
- |
Required |
|
6 |
Relative Humidity • Range: 40~99 (%) |
"HU" |
Number |
- |
Required |
|
7 |
Volume-Surface Ratio |
"VOL" |
Number |
- |
Required |
|
8 |
Reinforcement Ratio of Cross Section of Column Segment |
"RR" |
Number |
- |
Required |
|
9 |
Modulus of Elasticity of Steel |
"MOD" |
Number |
- |
Required |
|
Combined (ACI & PCA) |
||||||
3 |
Compression Strength |
"STR" |
Number |
- |
Required |
|
4 |
Relative Humidity • Range: 40 ~ 100 (%) |
"HU" |
Number |
- |
Required |
|
5 |
Volume-Surface Ratio |
"VOL" |
Number |
- |
Required |
|
6 |
Material Factored Ultimate Creep Strain (E-6) |
"UCS" |
Number |
- |
Required |
|
7 |
Volume-Surface Ratio for Creep Strain • ACI Code: "ACI" • PCA: "PCA" |
"VSR1" |
String |
"ACI" |
Optional |
|
8 |
Loading Aged Factor • moist cured ACI Code: "MOIST" • steam cured ACI Code: "STEAM" • PCA: "PCA" |
"LAF" |
String |
"MOIST" |
Optional |
|
9 |
Material Factored Ultimate Shrinkage Strain (E-6) |
"USS" |
Number |
- |
Required |
|
10 |
Volume-Surface Ratio for Shrinkage Strain • ACI Code: "ACI" • PCA: "PCA" |
"VSR" |
String |
"ACI" |
Optional |
|
11 |
Progress of Shrinkage with Time • moist cured ACI Code: "MOIST" • steam cured ACI Code: "STEAM" • PCA: "PCA" |
"PST" |
String |
"MOIST" |
Optional |
|
12 |
Reinforced Concrete Effect by PCA |
"bRCE" |
Boolean |
false |
Optional |
|
13 |
Reinforcement Ratio of Cross Section of Column Segment • When the "bRCE" is true |
"RR" |
Number |
- |
Required |
|
14 |
Modulus of Elasticity of Steel • When the "bRCE" is true |
"MOD" |
Number |
- |
Required |
|
AASHTO |
||||||
3 |
Compression Strength |
"STR" |
Number |
- |
Required |
|
4 |
Relative Humidity • Range: 40 ~ 99 (%) |
"HU" |
Number |
- |
Required |
|
5 |
Volume-Surface Ratio |
"VOL" |
Number |
- |
Required |
|
6 |
Concrete Age |
"AGE" |
Number |
- |
Required |
|
7 |
Expose to Drying before 5 Days of Curing |
"bEXPOSE" |
Boolean |
False |
Optional |
|
JAPAN (JSCE 2012, JSCE 2007, JSCE) |
||||||
3 |
Relative Humidity • Range (2012): 45 ~ 95 (%) • Range (2007): 40 ~ 90 (%) |
"HU" |
Number |
- |
Required |
|
4 |
Volume-Surface Ratio • Range (2012): 100mm ~ 300mm • Range (2007): 25mm ~ 300mm |
"VOL" |
Number |
- |
Required |
|
5 |
Cement Content • Range: 260 kg/m3 ~ 500 kg/m3 |
"CEMCONTENT" |
Number |
- |
Required |
|
6 |
Water Content • Range: 130 kg/m3 ~ 230 kg/m3 |
"WATERCONTENT" |
Number |
- |
Required |
|
7 |
Concrete Age |
"AGE" |
Number |
- |
Required |
|
8 |
Compression Strength • Not used for JAPAN (JSCE) |
"STR" |
Number |
- |
Required |
|
- |
Only for JAPAN (JSCE 2012) |
|||||
9 |
Impact Factor by Cement Type and Mixture |
"IPFACT" |
Number |
- |
Required |
|
10 |
Age of Concrete at the Beginning of Solidification |
"AGESOL" |
Number |
- |
Required |
|
- |
Only for JAPAN (JSCE 2007) |
|||||
9 |
Alpha-Factor according to Cement Type • 11 or 15 |
"ALPHAFACT" |
Number |
- |
Required |
|
10 |
Autogenous Shrinkage Option |
"bAUTO" |
Boolean |
- |
Required |
|
11 |
Gamma-Factor • When the "bAUTO" is true |
"GAMMAFACT" |
Number |
- |
Required |
|
12 |
a-Factor • When the "bAUTO" is true |
"AFACT" |
Number |
- |
Required |
|
13 |
b-Factor • When the "bAUTO" is true |
"BFACT" |
Number |
- |
Required |
|
14 |
General Shrinkage Option |
"bGEN" |
Boolean |
- |
Required |
|
Japanese Standard |
||||||
3 |
Compression Strength |
"STR" |
Number |
- |
Required |
|
4 |
Calculation Method For E • JSCE: "JSCE" • AIJ: "AIJ" |
"CM" |
String |
- |
Required |
|
5 |
Relative Humidity Type • Curing Underwater: "CU" • Relative Humidity: "RH" |
"HTYPE" |
String |
- |
Required |
|
6 |
Relative Humidity • When the Relative Humidity Type is "RH" • Range: 40 ~ 90 (%) |
"HU" |
Number |
- |
Required |
|
7 |
Environmental Coefficient |
"LAMBDA" |
Number |
- |
Required |
|
8 |
Notional Size of Member |
"MSIZE" |
Number |
- |
Required |
|
9 |
Type of Cement ²⁾ |
"CTYPE" |
String |
"RH" |
Optional |
|
10 |
Concrete Age |
"AGE" |
Number |
- |
Required |
|
INDIA(IRC:18-2000, IRC:112-2011) |
||||||
3 |
Compression Strength |
"STR" |
Number |
- |
Required |
|
4 |
Relative Humidity • Range: 40 ~ 99 (%) |
"HU" |
Number |
- |
Required |
|
5 |
Notional Size of Member |
"MSIZE" |
Number |
- |
Required |
|
6 |
Type of Cement ²⁾ • Only for INDIA (IRC:112-2011) |
"CTYPE" |
String |
"RS" |
Optional |
|
7 |
Concrete Age |
"AGE" |
Number |
- |
Required |
|
European |
||||||
3 |
Compression Strength |
"STR" |
Number |
- |
Required |
|
4 |
Relative Humidity • Range: 40 ~ 99 (%) |
"HU" |
Number |
- |
Required |
|
5 |
Notional Size of Member |
"MSIZE" |
Number |
- |
Required |
|
6 |
Type of Cement ²⁾ |
"CTYPE" |
String |
"RS" |
Optional |
|
7 |
Type of Code • EN 1992-1 (General Structure): 0 • EN 1992-2 (Concrete Bridge): 1 |
"TCODE" |
Integer |
0 |
Optional |
|
8 |
Silica Fume • When the "TCODE" is 1 |
"bSILICA" |
Boolean |
false |
Optional |
|
9 |
Concrete Age |
"AGE" |
Number |
- |
Required |
|
AS 5100.5-2017, AS 5100.5-2016, AS/RTA 5100.5-2011, AS 3600-2009, NZ Bridge(SP/M/022) |
||||||
3 |
Compression Strength |
"STR" |
Number |
- |
Required |
|
4 |
Hypothetical Thickness |
"THIK" |
Number |
- |
Required |
|
5 |
Type of Drying Basic Shrinkage Strain ³⁾ |
"iEPS_DRY" |
Integer |
0 |
Optional |
|
6 |
Drying Basic Shrinkage Strain ³⁾ |
"EPS_DRY" |
Number |
- |
Required |
|
7 |
Concrete Age |
"AGE" |
Number |
- |
Required |
|
8 |
Relative Humidity Thickness • Only for NZ Bridge (SP/M/022) • Range: 0.20 ~ 0.72 |
"FS" |
Number |
- |
Required |
|
Russian |
||||||
3 |
Compression Strength |
"STR" |
Number |
- |
Required |
|
4 |
Relative Humidity |
"HU" |
Number |
- |
Required |
|
5 |
Module of an Exposed Surface |
"M" |
Number |
- |
Required |
|
6 |
Concrete Age |
"AGE" |
Number |
- |
Required |
|
7 |
Curing Method • Natural cure: 0 • Steam cure: 1 |
"CMETH" |
Integer |
0 |
Optional |
|
8 |
Fast-Accumulating Creep |
"CREEP" |
Boolean |
False |
Optional |
|
9 |
Concrete Type • Heavy concrete: 0 • Fine-grained concrete: 1 |
"CONCT" |
Integer |
0 |
Optional |
|
10 |
Water Content |
"W" |
Number |
- |
Required |
|
11 |
Maximum Aggregate Size |
"MAXS" |
Number |
- |
Required |
|
12 |
Air Content |
"A" |
Number |
- |
Required |
|
13 |
Specific Content of the Cement Paste |
"PZ" |
Number |
- |
Required |
|
Chinese Standard, China (JTG D62-2004), China (JTG3362-2018) |
||||||
3 |
Compression Strength |
"STR" |
Number |
- |
Required |
|
4 |
Relative Humidity |
"HU" |
Number |
- |
Required |
|
5 |
Concrete Age |
"AGE" |
Number |
- |
Required |
|
6 |
Notional Size of Member |
"MSIZE" |
Number |
- |
Required |
|
- |
Chinese Standard |
|||||
7 |
Type of Relative Humidity • Curing Underwater: "CU" • Relative Humidity: "RH" |
"HTYPE" |
String |
"CU" |
Optional |
|
- |
China (JTG D62-2004) |
|||||
7 |
Cement Type Coefficient |
"BSC" |
Number |
- |
Required |
|
- |
China (JTG3362-2018) |
|||||
7 |
Cement Type Coefficient |
"BSC" |
Number |
- |
Required |
|
8 |
Amount of Added Fly Ash Alpha • Range : 0 ~ 30 |
"FLYASH" |
Number |
- |
Required |
|
KDS-2016, KCI-USD12, KSCE 2010, Korea Standard |
||||||
3 |
Compression Strength |
"STR" |
Number |
- |
Required |
|
4 |
Relative Humidity |
"HU" |
Number |
- |
Required |
|
5 |
Concrete Age |
"AGE" |
Number |
- |
Required |
|
6 |
Notional Size of Member |
"MSIZE" |
Number |
- |
Required |
|
7 |
Type of Cement ²⁾ |
"CTYPE" |
String |
"RS" |
Optional |
|
8 |
Weight Density • Only for KDS-2016 |
"DENSITY" |
Number |
- |
Required |
|
User Defined |
||||||
3 |
Shrinkage Strain Function Name |
"SSFNAME" |
String |
- |
Required |
|
4 |
Creep Function • Insert the data as an object |
"vCREEP_AGE" |
Array |
- |
Required |
|
(1) |
Creep Function Name |
"NAME" |
String |
- |
Required |
|
(2) |
Concrete Age |
"AGE" |
Number |
- |
Required |
¹⁾ Code Name
• CEB-FIP (2010): "CEB_FIP_2010"
• CEB-FIP (1990): "CEB"
• CEB-FIP (1978): "CEB_FIP_1978"
• ACI: "ACI"
• PCA: "PCA"
• Combined (ACI & PCA): "COMBINED"
• AASHTO: "AASHTO" ᶜ⁾
• JAPAN (JSCE2012): "JSCE_12"
• JAPAN (JSCE2007): "JSCE_07"
• Japanese Standard: "JAPAN"
• JAPAN (JSCE): "JSCE"
• INDIA (IRC:18-2000): "INDIA_IRC_18_2000"
• INDIA (IRC:112-2011): "INDIA_IRC_112_2011"
• European: "EUROPEAN"
• AS 5100.5-2017: "AS_5100_5_2017"
• AS 5100.5-2016: "AS_5100_5_2016"
• AS/RTA 5100.5-2011: "AS_RTA_5100_5_2011"
• AS 3600-2009: "AS_3600_2009"
• NZ Bridge (SP/M/022): "NEWZEALAND"
• Russian: "RUSSIAN"
• Chinese Standard: "CHINESE"
• China (JTG D62-2004): "JTG"
• China (JTG3362-2018): "CHINA_JTG3362_2018"
• KDS-2016: "KDS_2016"
• KCI-USD12: "KSI_USD12"
• KSCE 2010: "KSCE_2010" ᶜ⁾
• Korea Standard: "KS"
• User Defined: "USER_DEFINED"
²⁾ Type of Cement
Code |
"CTYPE" |
Description |
---|---|---|
CEB-FIP (2010) |
"RS" |
42.5 R, 52.5 N, 52.5 R |
"NR" |
32.5 R, 42.5 N |
|
"SL" |
32.5 N |
|
CEB-FIP (1990) |
"RS" |
Rapid hardening high strength cement (RS) |
"NR" |
Normal or rapid hardening cement (N, R) |
|
"SL" |
Slowly hardening cement (SL) |
|
CEB-FIP (1978) |
"RS" |
Normal and slowly hardening cements |
"NR" |
Rapid-hardening cements |
|
"SL" |
Rapid-hardening high-strength cements |
|
European |
"Class S" |
Class S |
"Class N" |
Class N |
|
"Class R" |
Class R |
|
Japanese Standard |
"RH" |
Rapid hardening cements |
"NC" |
Normal cement |
|
INDIA(IRC:112-2011) |
"SL" |
Slow setting cement |
"NR" |
Normal cement |
|
"RS" |
Rapid hardening cement |
|
KDS-2016 |
"SL" |
Slowly hardening cement |
"NR" |
Normal or rapid hardening cement |
|
"RS" |
Rapid hardening high strength cement |
³⁾ Drying Basic Shrinkage Strain
Code |
"iEPS_DRY" |
"EPS_DRY" |
Description |
---|---|---|---|
AS 5100.5-2017 |
0 |
0 |
800.0 (Sydney, Brisbane) |
1 |
0 |
900.0 (Melbourne) |
|
2 |
0 |
1000.0 (Elsewhere) |
|
3 |
User Defined Value |
User Defined |
|
NZ Bridge (SP/M/022) |
0 |
1500 |
1500 (Hastings, Palmerston North, Masterton, Wellington, Blenheim, Kaikoura) |
1 |
1460 |
1460 (Nelson) |
|
2 |
1315 |
1315 (Kaitaia, Tauranga) |
|
3 |
1080 |
1080 (New Plymouth, Taranaki) |
|
4 |
1000 |
1000 (Whangarei, Auckland Hunua, Hamilton) |
|
5 |
990 |
990 (Auckland) |
|
6 |
950 |
950 (Christchurch, Timaru, Oamaru, Southern greywacke) |
|
7 |
775 |
775 (Westport, Queenstown, Wanaka, Invercargill) |
|
8 |
735 |
735 (Dunedin) |
|
9 |
570 |
570 (Waiapu) |
|
10 |
User Defined Value |
User Defined |
ᶜ⁾ MIDAS CIVIL NX only