Skip to end of metadata
Go to start of metadata

You are viewing an old version of this page. View the current version.

Compare with Current View Page History

Version 1 Current »

 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

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"

🇷

🔴

 Korea Standard

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

  • Rapid hardening high strength cement : “RS”

  • Normal or rapid hardening cement : “NR”

  • Slowly hardening cement : “SL”

"CTYPE"

🇸

“RS”

KDS 2016 only

6

Density

"DENSITY"

🇷

🔴

 CEB-FIP & European

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

  • 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

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

 AASHTO & ACI & PCA & Combined (ACI & PCA)

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

  • 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

 Japan Standard

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

  • 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"

🇧

🔴

 China Standard

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

  • 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"

🇷

🔴

 India Standard

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

  • Slow setting cement : “RS”

  • Normal cement : “NR”

  • Rapid hardening cement : “SL”

"CTYPE"

🇸

“RS”

 AS & NZ Standard

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

  • 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

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

 Russia Standard

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

  • 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

 API EXAMPLE - Creep/Shrinkage
    "TDMT": {
        "1": {
            "NAME": "TDMT",
            "CODE": "KS",
            "STR": 30.0,
            "HU": 70.0,
            "AGE": 3.0,
            "MSIZE": 2.11,
            "CTYPE": "NR"
        }
    }

  • No labels