In this example a steel frame is subjected to a thermal load which results in thermal expansion of the structure. The simulation is set up as a structure-thermal coupled analysis using (static) imph2cit time integration. For the definition of the thermal load the keyword *BOUNDARY_TEMPERATURE is used and temperature fields are calculated by the thermal solver. The temperature fields are handend over to the structural solver which calculates thermal expansion due to the temperature field. The temperature of the steel frame is initially at 20.0 °C and is ramped up to 200 °C. Thermal material properties are defined with *MAT_THERMAL_ISOTROPIC for the thermal solver. The temperature dependent material properties for the strucural solver, h2ke thermal expansion coefficient, are defined with *MAT_ADD_THERMAL_EXPANSION.
*BOUNDARY_SPC_SET *BOUNDARY_TEMPERATURE_SET *CONTROL_ACCURACY *CONTROL_IMPLICIT_GENERAL *CONTROL_IMPLICIT_SOLUTION *CONTROL_SOLUTION *CONTROL_TERMINATION *CONTROL_THERMAL_SOLVER *CONTROL_THERMAL_TIMESTEP *CONTROL_TIMESTEP *DATABASE_BINARY_D3PLOT *DATABASE_GLSTAT *DATABASE_MATSUM *DEFINE_CURVE *END *INCLUDE *INITIAL_TEMPERATURE_SET *KEYWORD *MAT_ELASTIC *MAT_ADD_THERMAL_EXPANSION *MAT_THERMAL_ISOTROPIC *PART *SECTION_SHELL *SET_NODE_GENERAL *SET_NODE_LIST_TITLE *TITLE
*KEYWORD
$
$=============================CONTROL DEFINITIONS ==============================
$
*TITLE
Steel frame - structure-thermal coupled analysis II
*CONTROL_SOLUTION
$ soln nlq isnan lcint lcacc ncdcf
2
*CONTROL_THERMAL_SOLVER
$ atype ptype solver cgtol gpt eqheat fwork sbc
1 1 11
$ msglvl maxitr abstol reltol omega tsf
*CONTROL_TIMESTEP
$ dtinit tssfac isdo tslimt dt2ms lctm erode ms1st
0.9
*CONTROL_THERMAL_TIMESTEP
$ ts tip its tmin tmax dtemp tscp lcts
1
*CONTROL_TERMINATION
$ endtim endcyc dtmin endeng endmas nosol
1.0
*CONTROL_ACCURACY
$ osu inn pidosu iacc
1 4 1
$--------1---------2---------3---------4---------5---------6---------7---------8
$ IMPLICIT CONTROL CARDS
$--------1---------2---------3---------4---------5---------6---------7---------8
*CONTROL_IMPLICIT_GENERAL
$ imflag dt0 imform nsbs igs cnstn form zero_v
1 0.1
*CONTROL_IMPLICIT_SOLUTION
$ nsolvr ilimit maxref dctol ectol rctol lstol abstol
12 0.0010 0.01000 1.0E-20
$ dnorm diverg istif nlprint nlnorm
0 0 0 1 4
$
$================================ OUTPUTDATA ===================================
$
*DATABASE_BINARY_D3PLOT
$ dt
0.1
*DATABASE_GLSTAT
$ dt
0.1
*DATABASE_MATSUM
$ dt
0.1
$
$============================== PART DEFINITIONS ===============================
$
*PART
$ title
column_1
$ pid secid mid eosid hgid grav adpopt tmid
1 1 1 1
*PART
$ title
bar
$ pid secid mid eosid hgid grav adpopt tmid
2 1 1 1
*PART
$ title
column_2
$ pid secid mid eosid hgid grav adpopt tmid
3 1 1 1
$
$============================= SECTION PROPERTIES ==============================
$
*SECTION_SHELL
$ sid elform shrf nip propt qr/irid icomp
1 -16 0.833 5.0
$ t1 t2 t3 t4
3.0 3.0 3.0 3.0
$
$====================== MECHANICAL MATERIAL PROPERTIES =========================
$
*MAT_ELASTIC
$ mid ro e pr da db k
1 7.8500e-9 2.1000e+5 0.300000 0.000 0.000 0
*MAT_ADD_THERMAL_EXPANSION
$ pid lcid mult lcidy multy lcidz multz
1 12.0e-06
2 12.0e-06
3 12.0e-06
$
$======================== THERMAL MATERIAL PROPERTIES ==========================
$
*MAT_THERMAL_ISOTROPIC
$ tmid tro tgrlc tgmult tlat hlat
1 7.85e-9
$ hc tc
4.60e8 40.0
$
$================= THERMAL BOUNDARY AND INITIAL CONDITIONS =====================
$
*INITIAL_TEMPERATURE_SET
$ nid/sid tlcid loc
0 20
$
*BOUNDARY_TEMPERATURE_SET
$ nid/sid tlcid tmult loc tdeath tbirth
1 101 1.0
$
*DEFINE_CURVE
$ lcid
101
$ time,temp
0,20
1,200
$
$====================== MECHANICAL BOUNDARY CONDITIONS =========================
$
*BOUNDARY_SPC_SET
$ nid/nsid cid dofx dofy dofz dofrx dofry dofrz
2 1 1 1 1 1 1
*BOUNDARY_SPC_SET
$ nid/nsid cid dofx dofy dofz dofrx dofry dofrz
3 1 1 1 1 1 1
$=======================NODE/ELEMENT/SET/SEGMENT DEFINTIONS ====================
*INCLUDE
geo.k
$
*SET_NODE_GENERAL
$ sid
1
$ option
ALL
*SET_NODE_LIST_TITLE
fixing_1
$ sid da1 da2 da3 da4 solver
2
$ nid1 nid2 nid3 nid4 nid5 nid6 nid7 nid8
4 1 3 2
*SET_NODE_LIST_TITLE
fixing_2
$ sid da1 da2 da3 da4 solver
3
$ nid1 nid2 nid3 nid4 nid5 nid6 nid7 nid8
161 163 164 162
$
$--------1---------2---------3---------4---------5---------6---------7---------8
$
*END
