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"TDMT": { "NAME": { "__DESC__": "Material Name", "__TYPE__": "String" }, "CODE": { "__DESC__": "Code Name", "__TYPE__": "String" }, "STR": { "__DESC__": "Compression Strength", "__TYPE__": "Real" }, "HU": { "__DESC__": "Relative Humidity", "__TYPE__": "Real" }, "HTYPE": { "__DESC__": "Relative Humidity", "__TYPE__": "String" }, "AGE": { "__DESC__": "Concrete Age", "__TYPE__": "Real" }, "UCS": { "__DESC__": "Ultimate Creep Strain", "__TYPE__": "Real" }, "VOL": { "__DESC__": "Volume Surface Ratio", "__TYPE__": "Real" }, "RR": { "__DESC__": "Reinforcement Ratio", "__TYPE__": "Real" }, "MOD": { "__DESC__": "Modulus of Elasticity", "__TYPE__": "Real" }, "MSIZE": { "__DESC__": "Member Size", "__TYPE__": "Real" }, "CTYPE": { "__DESC__": "Cement Type", "__TYPE__": "String" }, "VSR": { "__DESC__": "Shrink Volume Surface Ratio", "__TYPE__": "String" }, "THIK": { "__DESC__": "Thickness", "__TYPE__": "Real" }, "iEPS_DRY": { "__DESC__": "Eps Dry Method", "__TYPE__": "Integer" }, "EPS_DRY": { "__DESC__": "Eps Dry Value", "__TYPE__": "Real" }, "CEMCONTENT": { "__DESC__": "Cement Content", "__TYPE__": "Real" }, "WATERCONTENT": { "__DESC__": "Water Content", "__TYPE__": "Real" }, "BSC": { "__DESC__": "Cement Type of Coeff", "__TYPE__": "Real" }, "CFACTA": { "__DESC__": "Concrete Factor A", "__TYPE__": "Real" }, "CFACTB": { "__DESC__": "Concrete Factor B", "__TYPE__": "Real" }, "TYPE": { "__DESC__": "Code or User", "__TYPE__": "String" }, "CMETHOD": { "__DESC__": "Curing Method", "__TYPE__": "String" }, "SLUMP": { "__DESC__": "Slump", "__TYPE__": "Real" }, "FAPERCENT": { "__DESC__": "FineAgg Percent", "__TYPE__": "Real" }, "AIRCONTENT": { "__DESC__": "Air Content", "__TYPE__": "Real" }, "CREEPCOEFF": { "__DESC__": "Creep Coeff", "__TYPE__": "Real" }, "SHRINKSTRAIN": { "__DESC__": "Shrink Strain", "__TYPE__": "Real" }, "TYPEOFAFFR": { "__DESC__": "Type of Aggregate", "__TYPE__": "Integer" }, "USS": { "__DESC__": "Ultimate Shrinkage Strain", "__TYPE__": "Real" }, "VSR1": { "__DESC__": "Creep Volume Surface Ratio", "__TYPE__": "String" }, "LAF": { "__DESC__": "Loading Aged Factor", "__TYPE__": "String" }, "US": { "__DESC__": "Shrinkage", "__TYPE__": "Real" }, "PST": { "__DESC__": "Shrink Progress of Shrinkage", "__TYPE__": "String" }, "bRCE": { "__DESC__": "Reinforced Concrete Effect", "__TYPE__": "Bool" }, "CM": { "__DESC__": "Calculation Method for E", "__TYPE__": "String" }, "LAMBDA": { "__DESC__": "Lambda", "__TYPE__": "Real" }, "bEXPOSE": { "__DESC__": "Boolean Expose", "__TYPE__": "Bool" }, "TCODE": { "__DESC__": "Type of Code", "__TYPE__": "Integer" }, "bSILICA": { "__DESC__": "SilicaFume", "__TYPE__": "Bool" }, "ALPHAFACT": { "__DESC__": "Alpha Factor", "__TYPE__": "Real" }, "bAUTO": { "__DESC__": "Boolean Auto Shrankage", "__TYPE__": "Bool" }, "GAMMAFACT": { "__DESC__": "Gamma Factor", "__TYPE__": "Real" }, "AFACT": { "__DESC__": "A Factor", "__TYPE__": "Real" }, "BFACT": { "__DESC__": "B Factor", "__TYPE__": "Real" }, "bGEN": { "__DESC__": "Boolean General Shrankage", "__TYPE__": "Bool" }, "EXPOSURE": { "__DESC__": "Exposure Env", "__TYPE__": "Integer" }, "M": { "__DESC__": "Expose Surface M", "__TYPE__": "Real" }, "CMETH": { "__DESC__": "CuringMeth", "__TYPE__": "Real" }, "iCTYPE": { "__DESC__": "Cement Type", "__TYPE__": "Integer" }, "CREEP": { "__DESC__": "Boolean Creep", "__TYPE__": "Bool" }, "CONCT": { "__DESC__": "Concrete Type", "__TYPE__": "Integer" }, "W": { "__DESC__": "Water", "__TYPE__": "Real" }, "MAXS": { "__DESC__": "Max Size", "__TYPE__": "Real" }, "A": { "__DESC__": "Air", "__TYPE__": "Real" }, "PZ": { "__DESC__": "P-z", "__TYPE__": "Real" }, "FLYASH": { "__DESC__": "Add Fly Ash", "__TYPE__": "Real" }, "FS": { "__DESC__": "R Factor Shrink", "__TYPE__": "Real" }, "DENSITY": { "__DESC__": "Density", "__TYPE__": "Real" }, "IPFACT": { "__DESC__": "Impact Factor", "__TYPE__": "Real" }, "AGESOL": { "__DESC__": "Conrete Age Sol", "__TYPE__": "Real" }, "bSSF": { "__DESC__": "Shrinkage Strain Func Key", "__TYPE__": "Bool" }, "SSFNAME": { "__DESC__": "Material Function Name", "__TYPE__": "String" }, "vCREEP_AGE": { "__DESC__": "Creep Function, Age List", "__TYPE__": [ { "NAME": { "__DESC__": "Material Function Name", "__TYPE__": "String" }, "AGE": { "__DESC__": "Age", "__TYPE__": "Real" } } ] } }
Introduce Input Data Symbols
API - Value Type | Input Data | ||
---|---|---|---|
Integer | 🇮 | 🔴 | Essential |
String | 🇸 | ❌ | Unnecessary |
Boolean | 🇧 | 🔺 | Optional |
Real | 🇷 |
The required Input Data for defining Creep/Shrinkage
NO. | Name | API - Key | API - Value Type | Default | Standard | User Defined |
---|---|---|---|---|---|---|
Common Item | ||||||
1 | Cree&Shrinkage No. | "KEY" | 🇸 | 🔴 | ||
2 | Material Name | "NAME" | 🇸 | 🔴 | ||
3 | Code Name | "CODE" | 🇸 | 🔴 | ||
User Defined | ||||||
4 | Shrinkage Strain Func Key | "bSSF" | 🇧 | 🔴 | ||
5 | Material Function Name | "SSFNAME" | 🇸 | 🔴 | ||
6 | Creep Function Age List | "vCREEP_AGE" | 🔴 | |||
7 | Material Function Name | "NAME" | 🇸 | 🔴 | ||
8 | Age | "AGE" | 🇷 | 🔴 |
No. | Standard | "CODE" |
---|---|---|
1 | KDS 2016 | "KDS_2016" |
2 | KCI-USD12 | "KSI_USD12" |
3 | KSCE 2010 | "KSCE_2010" |
4 | Korea Standard | "KS" |
No. | Name | API - Key | API - Value Type | Default |
---|---|---|---|---|
1 | Compression Strength | "STR" | 🇷 | 🔴 |
2 | Relative Humidity | "HU" | 🇷 | 🔴 |
3 | Concrete Age | "AGE" | 🇷 | 🔴 |
4 | Member Size | "MSIZE" | 🇷 | 🔴 |
5 | Cement Type
| "CTYPE" | 🇸 | “RS” |
| KDS 2016 only | |||
6 | Density | "DENSITY" | 🇷 | 🔴 |
No. | Standard | "CODE" |
---|---|---|
5 | CEB-FIP(2010) | "CEB_FIP_2010" |
6 | CEB-FIP(1990) | "CEB" |
7 | CEB-FIP(1978) | "CEB_FIP_1978" |
8 | European | "EUROPEAN" |
No. | Name | API - Key | API - Value Type | Default |
---|---|---|---|---|
1 | Compression Strength | "STR" | 🇷 | 🔴 |
2 | Relative Humidity | "HU" | 🇷 | 🔴 |
3 | Concrete Age | "AGE" | 🇷 | 🔴 |
4 | Member Size | "MSIZE" | 🇷 | 🔴 |
5 | Cement Type | "CTYPE" | 🇸 | “RS” |
"Class S" | ||||
| CEB-FIP(2010) only | |||
6 | Type of Aggregate
| "TYPEOFAFFR" | ?? | 0 |
| European only | |||
7 | Type of Code | "TCODE" | 🇮 | 0 |
8 | SilicaFume | "bSILICA" | 🇧 | FALSE |
Standard | "CTYPE" | Cement Type |
---|---|---|
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 |
No. | Standard | "CODE" |
---|---|---|
9 | AASHTO | "AASHTO" |
10 | ACI | "ACI" |
11 | PCA | "PCA" |
12 | Combined (ACI & PCA) | "COMBINED" |
No. | Name | API - Key | API - Value Type | Default |
---|---|---|---|---|
1 | Compression Strength | "STR" | 🇷 | 🔴 |
2 | Relative Humidity | "HU" | 🇷 | 🔴 |
3 | Volume Surface Ratio | "VOL" | 🇷 | 🔴 |
| AASHTO & ACI only | |||
4 | Concrete Age | "AGE" | 🇷 | 🔴 |
| AASHTO only | |||
5 | Expose to drying before 5 days of curing | "bEXPOSE" | 🇧 | FALSE |
| ACI only | |||
5 | Concrete Factor A | "CFACTA" | 🇷 | 🔴 |
6 | Concrete Factor B | "CFACTB" | 🇷 | 🔴 |
7 | Curing Method
| "CMETHOD" | 🇸 | “MOIST” |
8 | Code or User
| "TYPE" | 🇸 | “CODE” |
9 | Slump | "SLUMP" | 🇷 | 🔺 |
10 | FineAgg Percent | "FAPERCENT" | 🇷 | 🔺 |
11 | Air Content | "AIRCONTENT" | 🇷 | 🔺 |
12 | Cement Content | "CEMCONTENT" | 🇷 | 🔺 |
13 | Creep Coeff | "CREEPCOEFF" | 🇷 | 🔺 |
14 | Shrink Strain | "SHRINKSTRAIN" | 🇷 | 🔺 |
| PCA & Combied (ACI&PCA) only | |||
4 | Ultimate Creep Strain | "UCS" | 🇷 | 🔴 |
5 | Reinforcement Ratio | "RR" | 🇷 | 🔴 |
6 | Modulus of Elasticity | "MOD" | 🇷 | 🔴 |
| PCA only | |||
7 | Ultimate Shrinkage Strain | "USS" | 🇷 | 🔴 |
| Combied (ACI&PCA) only | |||
7 | Creep Volume Surface Ratio
| "VSR1" | 🇸 | “ACI” |
8 | Loading Aged Factor
| "LAF" | 🇸 | “MOIST” |
9 | Shrinkage | "US" | 🇷 | 🔴 |
10 | Shrink Volume Surface Ratio
| "VSR" | 🇸 | “ACI” |
11 | Shrink Progress of Shrinkage
| "PST" | 🇸 | “MOIST” |
12 | Reinforced Concrete Effect | "bRCE" | 🇧 | FALSE |
No. | Standard | "CODE" |
---|---|---|
13 | JAPAN(JSCE2012) | "JSCE_12" |
14 | JAPAN(JSCE2007) | "JSCE_07" |
15 | Japanese Standard | "JAPAN" |
16 | JAPAN(JSCE) | "JSCE" |
No. | Name | API - Key | API - Value Type | Default | JAPAN(JSCE2012) | JAPAN(JSCE2007) | Japanese Standard | JAPAN(JSCE) |
---|---|---|---|---|---|---|---|---|
1 | Compression Strength | "STR" | 🇷 |
| 🔴 | 🔴 | 🔴 |
|
2 | Relative Humidity | "HU" | 🇷 |
| 🔴 | 🔴 | 🔴 | 🔴 |
3 | Concrete Age | "AGE" | 🇷 |
| 🔴 | 🔴 | 🔴 | 🔴 |
4 | Relative Humidity
| "HTYPE" | 🇸 |
|
|
| 🔴 |
|
5 | Volume Surface Ratio | "VOL" | 🇷 |
| 🔴 | 🔴 |
| 🔴 |
6 | Member Size | "MSIZE" | 🇷 |
|
|
| 🔴 |
|
7 | Cement Type
| "CTYPE" | 🇸 |
|
|
| 🔴 |
|
8 | Cement Content | "CEMCONTENT" | 🇷 |
| 🔴 | 🔴 |
| 🔴 |
9 | Water Content | "WATERCONTENT" | 🇷 |
| 🔴 | 🔴 |
| 🔴 |
10 | Calculation Method for E
| "CM" | 🇸 |
|
|
| 🔴 |
|
11 | Lambda | "LAMBDA" | 🇷 |
|
|
| 🔴 |
|
12 | Alpha Factor | "ALPHAFACT" | 🇷 |
|
| 🔴 |
|
|
13 | Boolean Auto Shrankage | "bAUTO" | 🇧 |
|
| 🔴 |
|
|
14 | Gamma Factor | "GAMMAFACT" | 🇷 |
|
| 🔴 |
|
|
15 | A Factor | "AFACT" | 🇷 |
|
| 🔴 |
|
|
16 | B Factor | "BFACT" | 🇷 |
|
| 🔴 |
|
|
17 | General Shrankage | "bGEN" | 🇧 |
|
| 🔴 |
|
|
No. | Standard | "CODE" |
---|---|---|
17 | Chinese Standard | "CHINESE" |
18 | China (JTG D62-2004) | "JTG" |
19 | China (JTG3362-2018) | "CHINA_JTG3362_2018" |
No. | Name | API - Key | API - Value Type | Default |
---|---|---|---|---|
1 | Compression Strength | "STR" | 🇷 | 🔴 |
2 | Relative Humidity | "HU" | 🇷 | 🔴 |
3 | Concrete Age | "AGE" | 🇷 | 🔴 |
4 | Member Size | "MSIZE" | 🇷 | 🔴 |
| Chinese Standard only | |||
5 | Relative Humidity
| "HTYPE" | 🇸 | “CU” |
| China (JTG D62-2004) & China (JTG3362-2018) only | |||
6 | Cement Type of Coeff | "BSC" | 🇷 | 🔴 |
| China (JTG3362-2018) only | |||
7 | Add Fly Ash | "FLYASH" | 🇷 | 🔴 |
No. | Standard | "CODE" |
---|---|---|
20 | INDIA(IRC:18-2000) | "INDIA_IRC_18_2000" |
21 | INDIA(IRC:112-2011) | "INDIA_IRC_112_2011" |
No. | Name | API - Key | API - Value Type | Default |
---|---|---|---|---|
1 | Compression Strength | "STR" | 🇷 | 🔴 |
2 | Relative Humidity | "HU" | 🇷 | 🔴 |
3 | Concrete Age | "AGE" | 🇷 | 🔴 |
4 | Member Size | "MSIZE" | 🇷 | 🔴 |
| INDIA(IRC:112-2011) only | |||
5 | Cement Type
| "CTYPE" | 🇸 | “RS” |
No. | Standard | "CODE" |
---|---|---|
22 | AS 5100.5-2017 | "AS_5100_5_2017" |
23 | AS 5100.5-2016 | "AS_5100_5_2016" |
24 | AS/RTA 5100.5-2011 | "AS_RTA_5100_5_2011" |
25 | AS 3600-2009 | "AS_3600_2009" |
26 | NZ Bridge(SP/M/022) | "NEWZEALAND" |
No. | Name | API - Key | API - Value Type | Default |
---|---|---|---|---|
1 | Compression Strength | "STR" | 🇷 | 🔴 |
2 | Concrete Age | "AGE" | 🇷 | 🔴 |
3 | Thickness | "THIK" | 🇷 | 🔴 |
4 | Eps Dry Method | "iEPS_DRY" | 🇮 | 0 |
5 | Eps Dry Value | "EPS_DRY" | 🇷 | 🔴 |
| AS Standard only | |||
6 | Exposure Env
| "EXPOSURE" | ?? | 0 |
| NZ Standard only | |||
7 | Relative Humidity Thickness | "FS" | 🇷 | 🔴 |
Standard | "iEPS_DRY" | Cement Type |
---|---|---|
AS Standard | 0 | 800.0 (Sydeney, Brisbane) |
1 | 900.0 (Melbourne) | |
2 | 1000.0 (Elsewhere) | |
3 | User Define | |
NZ Standard | 0 | 1500 (Hastings, Palmerston North, Masterton, Wellington, Blenheim, Kaikoura) |
1 | 1460 (Nelson) | |
2 | 1315 (Kaitaia, Tauranga) | |
3 | 1080 (New Plymouth, Taranaki) | |
4 | 1000 (Whangarei, Auckland Hunua, Hamilton) | |
5 | 990 (Auckland) | |
6 | 950 (Christchurch, Timaru, Oamaru, Southern greywacke) | |
7 | 775 (Westport, Queenstown, Wanaka, Invercargill) | |
8 | 735 (Dunedin) | |
9 | 570 (Waiau) | |
10 | User Defined |
No. | Standard | "CODE" |
---|---|---|
27 | Russian | "RUSSIAN" |
No. | Name | API - Key | API - Value Type | Default |
---|---|---|---|---|
1 | Compression Strength | "STR" | 🇷 | 🔴 |
2 | Relative Humidity | "HU" | 🇷 | 🔴 |
3 | Concrete Age | "AGE" | 🇷 | 🔴 |
4 | Expose Surface M | "M" | 🇷 | 🔴 |
5 | Curing Method
| "CMETH" | ?? | 0 |
6 | Cement Type
| "iCTYPE" | 🇮 | 0 |
7 | Boolean Creep | "CREEP" | 🇧 | FALSE |
8 | Concrete Type
| "CONCT" | 🇮 | 0 |
9 | Water | "W" | 🇷 | 🔴 |
10 | Max Size | "MAXS" | 🇷 | 🔴 |
11 | Air | "A" | 🇷 | 🔴 |
12 | P-z | "PZ" | 🇷 | 🔴 |
The JSON format example for inputting Creep/Shrinkage
"TDMT": { "1": { "NAME": "TDMT", "CODE": "KS", "STR": 30.0, "HU": 70.0, "AGE": 3.0, "MSIZE": 2.11, "CTYPE": "NR" } }
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