[TDMT] Creep/Shrinkage

POST, GET, PUT {{Base Url}}/db/tdmt

    "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

API - Value Type	Input Data
Integer	🔴	Essential
String	❌	Unnecessary
Boolean	🔺	Optional
Real

The required Input Data for defining Creep/Shrinkage (Common Item)

NO.	Name	API - Key	API - Value Type	Default	Standard	User Defined

NO.	Name	API - Key	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"		🔴

The required Input Data for defining Creep/Shrinkage (Design Code Specifications)

No.	Standard	"CODE"

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

No.	Name	API - Key	Default
1	Compression Strength	"STR"	🔴
2	Relative Humidity	"HU"	🔴
3	Concrete Age	"AGE"	🔴
4	Member Size	"MSIZE"	🔴
5	Cement Type Rapid hardening high strength cement : “RS” Normal or rapid hardening cement : “NR” Slowly hardening cement : “SL”	"CTYPE"	“RS”
	KDS 2016 only
6	Density	"DENSITY"	🔴

No.	Standard	"CODE"

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

No.	Name	API - Key	Default
1	Compression Strength	"STR"	🔴
2	Relative Humidity	"HU"	🔴
3	Concrete Age	"AGE"	🔴
4	Member Size	"MSIZE"	🔴
5	Cement Type	"CTYPE"	“RS”
5	Cement Type	"CTYPE"	"Class S"
	CEB-FIP(2010) only
6	Type of Aggregate Basalt, dense limestrone aggregates : 0 Quartzite aggregates : 1 Limestone aggregates : 2 Sandstone aggregates : 3	"TYPEOFAFFR"	0
	European only
7	Type of Code	"TCODE"	0
8	SilicaFume	"bSILICA"	FALSE

Standard	"CTYPE"	Cement Type

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"

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

No.	Name	API - Key	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 moist cured : “MOIST” steam cure : “STEAM”	"CMETHOD"	“MOIST”
8	Code or User ACI Code : “CODE” User : “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 ACI Code : “ACI” PCA : “PCA”	"VSR1"	“ACI”
8	Loading Aged Factor moist cured ACI Code : “MOIST” steam cured ACI Code : “STEAM” PCA : “PCA”	"LAF"	“MOIST”
9	Shrinkage	"US"	🔴
10	Shrink Volume Surface Ratio ACI Code : “ACI” PCA : “PCA”	"VSR"	“ACI”
11	Shrink Progress of Shrinkage moist cured ACI Code : “MOIST” steam cured ACI Code : “STEAM” PCA : “PCA”	"PST"	“MOIST”
12	Reinforced Concrete Effect	"bRCE"	FALSE

No.	Standard	"CODE"

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)

No.	Name	API - Key	JAPAN(JSCE2012)	JAPAN(JSCE2007)	Japanese Standard	JAPAN(JSCE)
1	Compression Strength	"STR"	🔴	🔴	🔴
2	Relative Humidity	"HU"	🔴	🔴	🔴	🔴
3	Concrete Age	"AGE"	🔴	🔴	🔴	🔴
4	Relative Humidity Curing Underwater : “CU” Relative Humidity : “RH”	"HTYPE"			🔴
5	Volume Surface Ratio	"VOL"	🔴	🔴		🔴
6	Member Size	"MSIZE"			🔴
7	Cement Type Rapid hardening cement : “RH” Normal cement : “NC”	"CTYPE"			🔴
8	Cement Content	"CEMCONTENT"	🔴	🔴		🔴
9	Water Content	"WATERCONTENT"	🔴	🔴		🔴
10	Calculation Method for E JSCE : “JSCE” AIJ : “AIJ”	"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"

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

No.	Name	API - Key	Default
1	Compression Strength	"STR"	🔴
2	Relative Humidity	"HU"	🔴
3	Concrete Age	"AGE"	🔴
4	Member Size	"MSIZE"	🔴
	Chinese Standard only
5	Relative Humidity Curing Underwater : “CU” Relative Humidity : “RH”	"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"

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

No.	Name	API - Key	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 Slow setting cement : “RS” Normal cement : “NR” Rapid hardening cement : “SL”	"CTYPE"	“RS”

No.	Standard	"CODE"

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

No.	Name	API - Key	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 Arid : 0 Interior : 1 Temperate Inland : 2 Tropical or Near Costral : 3	"EXPOSURE"	0
	NZ Standard only
7	Relative Humidity Thickness	"FS"	🔴

Standard	"iEPS_DRY"	Cement Type

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"

No.	Standard	"CODE"
27	Russian	"RUSSIAN"

No.	Name	API - Key	API - Value Type	Default

No.	Name	API - Key	Default
1	Compression Strength	"STR"	🔴
2	Relative Humidity	"HU"	🔴
3	Concrete Age	"AGE"	🔴
4	Expose Surface M	"M"	🔴
5	Curing Method Natural cure : 0 Steam cure : 1	"CMETH"	0
6	Cement Type Normal : 0 Fast-hardened : 1 Slag : 2 Pozzolan : 3	"iCTYPE"	0
7	Boolean Creep	"CREEP"	FALSE
8	Concrete Type Heavy concrete : 0 Fine-grained concrete : 1	"CONCT"	0
9	Water	"W"	🔴
10	Max Size	"MAXS"	🔴
11	Air	"A"	🔴
12	P-z	"PZ"	🔴

The JSON format example for inputting Creep/Shrinkage

{
    "Assign": {
        "1": {
            "NAME": "TDMT name",
            "CODE": "KDS_2016",
            "STR": 35.0,
            "HU": 70.0,
            "AGE": 3.0,
            "MSIZE": 1.11,
            "CTYPE": "NR",
            "DENSITY": 2500.0
        }
    }
}

{
    "Assign": {
        "1": {
            "NAME": "TDMT name",
            "CODE": "CEB_FIP_2010",
            "STR": 35.0,
            "HU": 70.0,
            "AGE": 3.0,
            "MSIZE": 1.11,
            "CTYPE": "NR",
            "TYPEOFAFFR": 0
        }
    }
}

{
    "Assign": {
        "1": {
            "NAME": "TDMT name",
            "CODE": "AASHTO",
            "STR": 35.0,
            "HU": 70.0,
            "AGE": 3.0,
            "VOL": 1.11,
            "bEXPOSE": true
        }
    }
}