TCL Command ABAMATERIAL

Syntax

array set  mat [ABAMATERIAL   matid GET]

Description

Query the material data.

Return array for [ABAMATERIAL matid GET]

Scopes

All

Examples

# units

array set uc [ABMUNIT LCROSSD GET]

array set uf [ABMUNIT FORCE GET]

array set um [ABMUNIT MOMENT GET]

array set ut [ABMUNIT TEMP GET]

array set uE [ABMUNIT EMOD GET]

array set ug [ABMUNIT GAMMA GET]

array set us [ABMUNIT STRESS GET]

array set ul [ABMUNIT LSMALL GET]

array set ua [ABMUNIT ASTRAND GET]

array set uat [ABMUNIT TEMP GET POWER -1]

array set uc2 [ABMUNIT LCROSSD GET POWER 2]

array set uc4 [ABMUNIT LCROSSD GET POWER 4]

# list of sections

array set mats [ABAMATERIALS GET LIST]

# section data

# material data

set ID $mats(first)

for { set imat 0 } { $imat < $mats(count) } { incr imat } {

    if { $imat > 0 } { set ID [OBJNEXT $ID] }

    array unset mat

    array set mat [ABAMATERIAL $ID GET]

    puts $outfile ""

    puts $outfile [format " Material Name : %s" $mat(name) ]

    puts $outfile [format " Global Number : %d" $mat(number) ]

    puts $outfile [format " Filter : %s" $mat(filter) ]

    puts $outfile [format " Bimplus Reference : %s" $mat(bpmat) ]

    puts $outfile " ---------------------------------------------"

    puts $outfile [format " Elastic modulus E : %15.6e%s" $mat(E) $uE(symb) ]

    puts $outfile [format " Shear modulus G : %15.6e%s" $mat(G) $uE(symb) ]

    puts $outfile [format " Thermal expansion coefficient Alpha-T: %15.6e%s" $mat(alphat) $uat(symb)]

    puts $outfile [format " Poisson's ratio Ny : %9.4f" $mat(ny) ]

    puts $outfile [format " Specific weight Gamma : %15.6e%s" $mat(gamma) $ug(symb) ]

    puts $outfile ""

    switch $mat(filter) {

     "CONCRETE" {

        puts $outfile [format " Specific weight, Gamma Cement : %15.6e%s" $mat(gcement) $ug(symb) ]

        puts $outfile [format " Specific weight, Gamma Silicate : %15.6e%s" $mat(gsilicate) $ug(symb) ]

        puts $outfile [format " Cement Class : %6.1f" $mat(cementclass) ]

        puts $outfile [format " Concrete Aggregate : %s" $mat(caggregate) ]

        puts $outfile [format " Concrete cylinder strength (28 days) Fck : %15.6e%s" $mat(fck) $us(symb) ]

        puts $outfile [format " Cubic compressive strength (28 days) Fcuk : %15.6e%s" $mat(fcuk) $us(symb) ]

        puts $outfile [format " Mean compressive strength (28 days) Fcm : %15.6e%s" $mat(fcm) $us(symb) ]

        puts $outfile [format " Mean tensile strength (28 days) Fctm : %15.6e%s" $mat(fctm) $us(symb) ]

        puts $outfile [format " Compressive strength design Fc' : %15.6e%s" $mat(fcprime) $us(symb) ]

        puts $outfile [format " Modulus of rupture Fr : %15.6e%s" $mat(fr) $us(symb) ]

        puts $outfile [format " Direct tensile strength Ft : %15.6e%s" $mat(ft) $us(symb) ]

        puts $outfile [format " Aggregate size : %9.4f%s" $mat(ags) $ul(symb) ]

        puts $outfile [format " Curing for Korean KBDC(1-2) and AASHTO(3-5) : %s" $mat(curing) ]

        puts $outfile [format " Failure strain in compression Eps_cu : %10.5f" $mat(eps_cu) ]

      }

      "PSTEEL" {

        puts $outfile [format " Characteristic tensile strength Fpk : %15.6e%s" $mat(fpk) $us(symb) ]

        puts $outfile [format " Characteristic 0.1%% proof stress Fp01k : %15.6e%s" $mat(fp01k) $us(symb) ]

        puts $outfile [format " Yield strength Fpy : %15.6e%s" $mat(fpy) $us(symb) ]

        puts $outfile [format " Specified tensile strength Fpu : %15.6e%s" $mat(fpu) $us(symb) ]

        puts $outfile [format " Design strain limit Eps_ud : %10.5f" $mat(eps_ud) ]

        puts $outfile [format " Characteristic strain at max. load Eps_uk : %10.5f" $mat(eps_uk) ]

        puts $outfile [format " Failure strain in tension Eps_pu : %10.5f" $mat(eps_pu) ]

        puts $outfile [format " Tension controlled strain limit Eps_tl : %10.5f" $mat(eps_tl) ]

        puts $outfile [format " Compression controlled strain limit Eps_cl : %10.5f" $mat(eps_cl) ]

        puts $outfile [format " Maximum allowable stress in tendon Sig-pm0: %15.6e%s" $mat(sigpmax) $us(symb) ]

        puts $outfile [format " Prestressing steel relaxation class : %4d" $mat(relaxclass) ]

        puts $outfile [format " Surface characteristics : %s" $mat(surfchar) ]

        puts $outfile [format " Number of wires : %4d" $mat(nwires) ]

        puts $outfile [format " Type of pre-stressing : %s" $mat(pstype) ]

        puts $outfile [format " Diameter : %9.4f%s" $mat(dia) $ul(symb) ]

        puts $outfile [format " Nominal diameter : %9.4f%s" $mat(db) $ul(symb) ]

        puts $outfile [format " Steel area of single strand : %9.4f%s" $mat(ap) $ua(symb) ]

        puts $outfile [format " Tensioning method classification : %s" $mat(tensclass) ]

      }

      "RSTEEL" {

        puts $outfile [format " Characteristic yield strength Fyk : %15.6e%s" $mat(fyk) $us(symb) ]

        puts $outfile [format " Specified minimum yield strength Fy : %15.6e%s" $mat(fy) $us(symb) ]

        puts $outfile [format " Reinforcement steel class : %s" $mat(reinfclass) ]

        puts $outfile [format " Bar Surface : %s" $mat(barsurf) ]

      }

      default {}

    }

    puts $outfile " --------------------------------------------------------------------"

}

The list of materials is queried. The list is run through in a for-loop and the data of the respective material is queried.

It is assumed that a text file outfile has been opened for writing . The result data is written formatted into the text file.

The output is project-dependent and can look like the following, for example:

....

Material Name : C40/50

Global Number : 2

Filter : CONCRETE

Bimplus Reference :

---------------------------------------------

Elastic modulus E : 3.520000e+04[N/mm²]

Shear modulus G : 1.466670e+04[N/mm²]

Thermal expansion coefficient Alpha-T: 1.000000e-05[1/°C]

Poisson's ratio Ny : 0.2000

Specific weight Gamma : 2.451660e+01[kN/m³]

Specific weight, Gamma Cement : 0.000000e+00[kN/m³]

Specific weight, Gamma Silicate : 0.000000e+00[kN/m³]

Cement Class : 1.0

Concrete Aggregate : QUARTZITE

Concrete cylinder strength (28 days) Fck : 4.000000e+01[N/mm²]

Cubic compressive strength (28 days) Fcuk : 0.000000e+00[N/mm²]

Mean compressive strength (28 days) Fcm : 4.800000e+01[N/mm²]

Mean tensile strength (28 days) Fctm : 3.500000e+00[N/mm²]

Compressive strength design Fc' : 0.000000e+00[N/mm²]

Modulus of rupture Fr : 0.000000e+00[N/mm²]

Direct tensile strength Ft : 0.000000e+00[N/mm²]

Aggregate size : 10.0000[mm]

Curing for Korean KBDC(1-2) and AASHTO(3-5) : NONE

Failure strain in compression Eps_cu : 0.00000

--------------------------------------------------------------------

Material Name : Y1860S7-15,2

Global Number : 3

Filter : PSTEEL

Bimplus Reference :

---------------------------------------------

Elastic modulus E : 1.950000e+05[N/mm²]

Shear modulus G : 8.478260e+04[N/mm²]

Thermal expansion coefficient Alpha-T: 1.000000e-05[1/°C]

Poisson's ratio Ny : 0.1500

Specific weight Gamma : 7.698220e+01[kN/m³]

Characteristic tensile strength Fpk : 1.860000e+03[N/mm²]

Characteristic 0.1% proof stress Fp01k : 1.640000e+03[N/mm²]

Yield strength Fpy : 0.000000e+00[N/mm²]

Specified tensile strength Fpu : 0.000000e+00[N/mm²]

Design strain limit Eps_ud : 0.02800

Characteristic strain at max. load Eps_uk : 0.03500

Failure strain in tension Eps_pu : 0.00000

Tension controlled strain limit Eps_tl : 0.00000

Compression controlled strain limit Eps_cl : 0.00000

Maximum allowable stress in tendon Sig-pm0: 1.394000e+03[N/mm²]

Prestressing steel relaxation class : 2

Surface characteristics : PLAIN

Number of wires : 7

Type of pre-stressing : WIRE

Diameter : 15.2000[mm]

Nominal diameter : 0.0000[mm]

Steel area of single strand : 0.0000[mm²]

Tensioning method classification : NONE

--------------------------------------------------------------------

Material Name : B 500B

Global Number : 4

Filter : RSTEEL

Bimplus Reference :

---------------------------------------------

Elastic modulus E : 2.000000e+05[N/mm²]

Shear modulus G : 8.333330e+04[N/mm²]

Thermal expansion coefficient Alpha-T: 1.000000e-05[1/°C]

Poisson's ratio Ny : 0.2000

Specific weight Gamma : 7.698220e+01[kN/m³]

Characteristic yield strength Fyk : 5.000000e+02[N/mm²]

Specified minimum yield strength Fy : 0.000000e+00[N/mm²]

Reinforcement steel class : CLASSB

Bar Surface : RIBBED

--------------------------------------------------------------------

....

Output for script above.