Enumerations |
enum | avrgf { parab = 1,
cubic = 2,
parab = 1,
cubic = 2
} |
enum | corr_disip_en { corr_off = 0,
corr_on = 1,
corr_off = 0,
corr_on = 1
} |
enum | crsectype {
nocrosssection = 0,
csbar2d = 1,
csbeam2d = 2,
csbeam3d = 4,
csplanestr = 10,
cs3dprob = 20,
csnodal = 40,
nocrosssection = 0,
csbar2d = 1,
csbeam2d = 2,
csbeam3d = 4,
csplanestr = 10,
cs3dprob = 20,
csnodal = 40,
cslayer = 50
} |
enum | dam_evolfunc {
brittle = 1,
quasi_brittle = 2,
quadbezier = 3,
brittle = 1,
quasi_brittle = 2,
quadbezier = 3
} |
enum | damping {
nodamp = 0,
massdamp = 1,
stiffdamp = 2,
rayleighdamp = 3,
nodamp = 0,
massdamp = 1,
stiffdamp = 2,
rayleighdamp = 3
} |
enum | detlambda {
nodetermination = 0,
minvalue = 1,
maxvalue = 2,
minangle = 3,
linearizedmeth = 4,
fullmethod = 5,
nodetermination = 0,
minvalue = 1,
maxvalue = 2,
minangle = 3,
linearizedmeth = 4,
fullmethod = 5
} |
enum | dirdynload {
xdir = 1,
ydir = 2,
zdir = 3,
xdir = 1,
ydir = 2,
zdir = 3
} |
enum | displacementnorm {
alldofs = 1,
seldofs = 2,
seldofscoord = 3,
selecnodes = 6,
nodesdistincr = 8,
alldofs = 1,
seldofs = 2,
seldofscoord = 3,
selecnodes = 6,
nodesdistincr = 8
} |
enum | dynload {
timeindload = 1,
seismicload = 10,
responsespectrum = 11,
timedepload = 20,
timeindload = 1,
seismicload = 10,
responsespectrum = 11,
timedepload = 20
} |
enum | eigstraintype { eigstrain = 1,
tempstrain = 2,
eigstrain = 1,
tempstrain = 2
} |
enum | elemposition {
nowhere = 0,
intpts = 1,
enodes = 2,
cenodes = 3,
userdefined = 10,
nowhere = 0,
intpts = 1,
enodes = 2,
cenodes = 3,
userdefined = 10
} |
enum | elemtype {
bar2d = 1,
beam2d = 2,
bar3d = 3,
beam3d = 4,
beamg3d = 5,
barq2d = 6,
barq3d = 7,
subsoilbeam = 8,
beam2dsp = 9,
spring_1 = 10,
spring_2 = 11,
spring_3 = 12,
spring_4 = 13,
spring_5 = 14,
spring_6 = 15,
planeelementlt = 20,
planeelementqt = 21,
planeelementrotlt = 22,
planeelementlq = 23,
planeelementqq = 24,
planeelementrotlq = 25,
planeelementsubqt = 30,
planequadcontact = 35,
cctel = 41,
dktel = 42,
dstel = 43,
q4plateel = 45,
argyristr = 46,
subsoilplatetr = 50,
subsoilplateq = 51,
axisymmlt = 60,
axisymmlq = 63,
axisymmqq = 64,
shelltrelem = 80,
shellqelem = 81,
lineartet = 100,
quadrtet = 101,
linearhex = 102,
quadrhex = 103,
lineartetrot = 104,
linearhexrot = 105,
linearwed = 106,
quadrwed = 107,
particleelem = 200,
bar2d = 1,
beam2d = 2,
bar3d = 3,
beam3d = 4,
beamg3d = 5,
barq2d = 6,
barq3d = 7,
subsoilbeam = 8,
beam2dsp = 9,
spring_1 = 10,
spring_2 = 11,
spring_3 = 12,
spring_4 = 13,
spring_5 = 14,
spring_6 = 15,
planeelementlt = 20,
planeelementqt = 21,
planeelementrotlt = 22,
planeelementlq = 23,
planeelementqq = 24,
planeelementrotlq = 25,
planeelementsubqt = 30,
planequadcontact = 35,
cctel = 41,
dktel = 42,
dstel = 43,
q4plateel = 45,
argyristr = 46,
subsoilplatetr = 50,
subsoilplateq = 51,
axisymmlt = 60,
axisymmlq = 63,
axisymmqq = 64,
shelltrelem = 80,
shellqelem = 81,
lineartet = 100,
quadrtet = 101,
linearhex = 102,
quadrhex = 103,
lineartetrot = 104,
linearhexrot = 105,
linearwed = 106,
quadrwed = 107,
particleelem = 200
} |
enum | elloadtype {
volume = 1,
edge = 2,
surface = 3,
edge_surface = 4,
edge_volume = 5,
surface_volume = 6,
edge_surface_volume = 7,
volume = 1,
edge = 2,
surface = 3,
edge_surface = 4,
edge_volume = 5,
surface_volume = 6,
edge_surface_volume = 7
} |
enum | epsolvertype {
gep_sol = 1,
gepvarsup_sol = 2,
epplast_sol = 3,
gep_sol = 1,
gepvarsup_sol = 2,
epplast_sol = 3
} |
enum | fatigue_flag { fatigue_off = 0,
fatigue_on = 1,
fatigue_off = 0,
fatigue_on = 1
} |
enum | forcedsolver {
newmark = 1,
findiff = 2,
modal_analysis = 51,
newmark = 1,
findiff = 2,
modal_analysis = 51
} |
enum | graphfmt {
grfmt_no = 0,
grfmt_open_dx = 1,
grfmt_femcad = 2,
grfmt_gid = 3,
grfmt_gid_sep = 4,
grfmt_vtk = 5,
grfmt_no = 0,
grfmt_open_dx = 1,
grfmt_femcad = 2,
grfmt_gid = 3,
grfmt_gid_sep = 4,
grfmt_vtk = 5
} |
enum | graphtype {
glinear = 0,
gtable = 1,
gfunc = 2,
gfunc_ser = 3,
glinear = 0,
gtable = 1,
gfunc = 2,
gfunc_ser = 3
} |
enum | hardensoften {
nohs = 0,
linearhs = 1,
sqrths = 2,
sinhs = 3,
sqrtsinhs = 4,
anlinearhs = 101,
ansqrths = 102,
ansinhs = 103,
ansqrtsinhs = 104,
plstrainnorm = 201,
limplstrainnorm = 202,
nohs = 0,
linearhs = 1,
sqrths = 2,
sinhs = 3,
sqrtsinhs = 4,
anlinearhs = 101,
ansqrths = 102,
ansinhs = 103,
ansqrtsinhs = 104,
plstrainnorm = 201,
limplstrainnorm = 202
} |
enum | hsinputvar {
plstrnorm = 1,
consistpar = 2,
limplstrnorm = 11,
limconsistpar = 12,
limanplstrnorm = 21,
limanconsistpar = 22,
plstrnorm = 1,
consistpar = 2,
limplstrnorm = 11,
limconsistpar = 12,
limanplstrnorm = 21,
limanconsistpar = 22
} |
enum | inictype {
none = 0,
inidisp = 1,
inistrain = 2,
inistress = 4,
iniother = 8,
inicond = 16,
none = 0,
inidisp = 1,
inistrain = 2,
inistress = 4,
iniother = 8,
inicond = 16
} |
enum | integratedquant {
locstress = 1,
nonlocstress = 2,
stressincr = 3,
eigstress = 10,
locstress = 1,
nonlocstress = 2,
stressincr = 3,
eigstress = 10
} |
enum | materialmodel { local = 0,
nonlocal = 1,
local = 0,
nonlocal = 1
} |
enum | mattype {
elisomat = 1,
elgmat3d = 2,
simplas1d = 10,
jflow = 11,
jflow2 = 12,
mohrcoulparab = 22,
mohrcoul = 24,
boermaterial = 25,
druckerprager = 26,
druckerprager2 = 27,
modcamclaymat = 30,
modcamclaycoupmat = 31,
shefpl = 40,
chenplast = 42,
hissplasmat = 45,
microplaneM4 = 50,
microsimp = 51,
microfibro = 52,
simvisplas = 70,
simvisc = 71,
lemaitr = 75,
scaldamage = 100,
scaldamagecc = 101,
glasgowdamage = 102,
anisodamage = 104,
anisodamagerot = 105,
ortodamage = 106,
ortodamagerot = 107,
contmat = 150,
cebfipcontmat = 160,
aci = 200,
cebfip = 202,
nonlocplastmat = 310,
nonlocdamgmat = 320,
nonlocalmicroM4 = 340,
graphm = 400,
geoelast = 401,
varelisomat = 405,
hypoplastmat = 420,
creepbaz = 500,
creepb3 = 502,
creepdpl = 503,
creeprs = 504,
creepeffym = 505,
winklerpasternak = 550,
consolidation = 600,
glasgowmechmat = 700,
rcmatmodnorm = 800,
therisodilat = 900,
relaxationeuro = 951,
damage_plasticity = 1000,
viscoplasticity = 1010,
creep_damage = 1030,
time_switchmat = 1040,
effective_stress = 1050,
shrinkagemat = 1060,
lenjonespot = 2000,
elisomat = 1,
elgmat3d = 2,
elortomat = 3,
simplas1d = 10,
jflow = 11,
jflow2 = 12,
mohrcoulparab = 22,
mohrcoul = 24,
boermaterial = 25,
druckerprager = 26,
doubledrprager = 27,
druckerprager2 = 28,
modcamclaymat = 30,
modcamclaycoupmat = 31,
shefpl = 40,
chenplast = 42,
hissplasmat = 45,
microplaneM4 = 50,
microsimp = 51,
microfibro = 52,
simvisplas = 70,
simvisc = 71,
lemaitr = 75,
layerplate = 80,
scaldamage = 100,
scaldamagecc = 101,
glasgowdamage = 102,
anisodamage = 104,
anisodamagerot = 105,
ortodamage = 106,
ortodamagerot = 107,
fixortodamage = 108,
contmat = 150,
cebfipcontmat = 160,
aci = 200,
cebfip = 202,
nonlocplastmat = 310,
nonlocdamgmat = 320,
nonlocalmicroM4 = 340,
graphm = 400,
geoelast = 401,
varelisomat = 405,
hypoplastmat = 420,
creepbaz = 500,
creepb3 = 502,
creepdpl = 503,
creeprs = 504,
creepeffym = 505,
winklerpasternak = 550,
consolidation = 600,
glasgowmechmat = 700,
rcmatmodnorm = 800,
therisodilat = 900,
relaxationeuro = 951,
damage_plasticity = 1000,
viscoplasticity = 1010,
creep_damage = 1030,
time_switchmat = 1040,
effective_stress = 1050,
shrinkagemat = 1060,
lenjonespot = 2000
} |
enum | nonlinsolvertype {
arcl = 1,
newton = 2,
arclrv1 = 3,
newtonrv1 = 4,
newtonrestart = 5,
displctrl = 6,
displctrlrv = 7,
arclrv = 8,
adaptram = 10,
arclg = 20,
newtong = 30,
arcl = 1,
newton = 2,
arclrv1 = 3,
newtonrv1 = 4,
newtonrestart = 5,
displctrl = 6,
displctrlrv = 7,
arclrv = 8,
adaptram = 10,
arclg = 20,
newtong = 30
} |
enum | nonlintimesolvertype { fullnewton = 1,
modnewton = 2,
fullnewton = 1,
modnewton = 2
} |
enum | paramf_type {
norstrain = 1,
norenergy = 2,
norposstrain = 3,
norposenergy = 4,
norrankine = 5,
norrankinesmooth = 6,
normazar = 7,
vonmises = 8,
norstrain = 1,
norenergy = 2,
norposstrain = 3,
norposenergy = 4,
norrankine = 5,
norrankinesmooth = 6,
normazar = 7,
vonmises = 8
} |
enum | pore_press_comp {
noporep = 0,
const_all = 1,
nonmechq = 2,
noporep = 0,
const_all = 1,
nonmechq = 2
} |
enum | pore_press_coup { part_coup_pp = 1,
fully_coup_pp = 2,
part_coup_pp = 1,
fully_coup_pp = 2
} |
enum | problemtype {
linear_statics = 1,
eigen_dynamics = 2,
forced_dynamics = 3,
linear_stability = 5,
mat_nonlinear_statics = 10,
geom_nonlinear_statics = 11,
mech_timedependent_prob = 15,
growing_mech_structure = 17,
gmech_timedependent_prob = 18,
earth_pressure = 20,
layered_linear_statics = 30,
lin_floating_subdomain = 35,
nonlin_floating_subdomain = 36,
hemivar_inequal = 37,
nonlinear_dynamics = 40,
load_balancing = 51,
linear_statics = 1,
eigen_dynamics = 2,
forced_dynamics = 3,
linear_stability = 5,
mat_nonlinear_statics = 10,
geom_nonlinear_statics = 11,
mech_timedependent_prob = 15,
growing_mech_structure = 17,
gmech_timedependent_prob = 18,
earth_pressure = 20,
layered_linear_statics = 30,
lin_floating_subdomain = 35,
nonlin_floating_subdomain = 36,
hemivar_inequal = 37,
nonlinear_dynamics = 40,
load_balancing = 51
} |
enum | proptype {
ndofs = 1,
boundarycond = 2,
loadnodes = 3,
crosssec = 4,
localsystem = 5,
eltype = 6,
matel = 7,
loadelems = 8,
dloadnodes = 9,
dloadelems = 10,
initcond = 11,
comcodnum = 12,
loadedge = 13,
sscomp = 14,
nodetemp = 15,
timefun = 16,
surfaceload = 17,
elsurfaceload = 18,
nodtimefunc = 19,
eltimefunc = 20,
ndofs = 1,
boundarycond = 2,
loadnodes = 3,
crosssec = 4,
localsystem = 5,
eltype = 6,
matel = 7,
loadelems = 8,
dloadnodes = 9,
dloadelems = 10,
initcond = 11,
comcodnum = 12,
loadedge = 13,
sscomp = 14,
nodetemp = 15,
timefun = 16,
surfaceload = 17,
elsurfaceload = 18,
nodtimefunc = 19,
eltimefunc = 20
} |
enum | prunk {
pr_displ = 1,
pr_strains = 2,
pr_stresses = 3,
pr_forces = 4,
pr_react = 5,
pr_stepid = 6,
pr_appload = 7,
pr_other = 8,
pr_time = 9,
pr_eigval = 10,
pr_displ = 1,
pr_strains = 2,
pr_stresses = 3,
pr_forces = 4,
pr_react = 5,
pr_stepid = 6,
pr_appload = 7,
pr_other = 8,
pr_time = 9,
pr_eigval = 10,
pr_macrostr = 11
} |
enum | stiffmatrix {
initial_stiff = 1,
tangent_stiff = 2,
secant_stiff = 3,
incr_tangent_stiff = 5,
ijth_tangent_stiff = 6,
initial_stiff = 1,
tangent_stiff = 2,
secant_stiff = 3,
incr_tangent_stiff = 5,
ijth_tangent_stiff = 6
} |
enum | strastre {
strain = 0,
stress = 1,
other = 2,
pstrain = 3,
pstress = 4,
strain = 0,
stress = 1,
other = 2,
pstrain = 3,
pstress = 4
} |
enum | strastrestate {
bar = 1,
plbeam = 2,
spacebeam = 5,
planestress = 10,
planestrain = 11,
planecontact = 12,
platek = 15,
plates = 16,
axisymm = 20,
shell = 25,
spacestress = 30,
bar = 1,
plbeam = 2,
spacebeam = 5,
planestress = 10,
planestrain = 11,
planecontact = 12,
platek = 15,
plates = 16,
axisymm = 20,
shell = 25,
spacestress = 30
} |
enum | stressretalgtype {
nostressretalg = 0,
cp = 1,
gsra = 10,
nostressretalg = 0,
cp = 1,
gsra = 10
} |
enum | strestate {
notdef = 0,
tension = 1,
compression = 2,
notdef = 0,
tension = 1,
compression = 2
} |
enum | timetypeprin {
seconds = 1,
minutes = 2,
hours = 3,
days = 4,
seconds = 1,
minutes = 2,
hours = 3,
days = 4
} |
enum | tshrlaw { shr_measured = 1,
beta_val = 2,
shr_measured = 1,
beta_val = 2
} |
enum | wavrg { avggamma = 1,
avgepsp = 2,
avggamma = 1,
avgepsp = 2
} |
enum | ym_evolfunc {
b3law = 1,
doublepwrlaw = 2,
userfunc = 3,
b3law = 1,
doublepwrlaw = 2,
userfunc = 3
} |
Functions |
const kwdset | avrgf_kwdset (sizeof(avrgfstr)/sizeof(*avrgfstr), avrgfstr) |
const kwdset | corr_disip_en_kwdset (sizeof(corr_disip_enstr)/sizeof(*corr_disip_enstr), corr_disip_enstr) |
const kwdset | crsectype_kwdset (sizeof(crsectypestr)/sizeof(*crsectypestr), crsectypestr) |
const kwdset | dam_evolfunc_kwdset (sizeof(dam_evolfuncstr)/sizeof(*dam_evolfuncstr), dam_evolfuncstr) |
const kwdset | damping_kwdset (sizeof(dampingstr)/sizeof(*dampingstr), dampingstr) |
const kwdset | detlambda_kwdset (sizeof(detlambdastr)/sizeof(*detlambdastr), detlambdastr) |
const kwdset | dirdynload_kwdset (sizeof(dirdynloadstr)/sizeof(*dirdynloadstr), dirdynloadstr) |
const kwdset | displacementnorm_kwdset (sizeof(displacementnormstr)/sizeof(*displacementnormstr), displacementnormstr) |
const kwdset | dynload_kwdset (sizeof(dynloadstr)/sizeof(*dynloadstr), dynloadstr) |
const kwdset | eigstraintype_kwdset (sizeof(eigstraintypestr)/sizeof(*eigstraintypestr), eigstraintypestr) |
const kwdset | elemposition_kwdset (sizeof(elempositionstr)/sizeof(*elempositionstr), elempositionstr) |
const kwdset | elemtype_kwdset (sizeof(elemtypestr)/sizeof(*elemtypestr), elemtypestr) |
const kwdset | elloadtype_kwdset (sizeof(elloadtypestr)/sizeof(*elloadtypestr), elloadtypestr) |
const kwdset | epsolvertypes_kwdset (sizeof(epsolvertypestr)/sizeof(*epsolvertypestr), epsolvertypestr) |
const kwdset | fatigue_flag_kwdset (sizeof(fatigue_flagstr)/sizeof(*fatigue_flagstr), fatigue_flagstr) |
const kwdset | forcedsolver_kwdset (sizeof(forcedsolverstr)/sizeof(*forcedsolverstr), forcedsolverstr) |
const kwdset | graphfmt_kwdset (sizeof(graphfmtstr)/sizeof(*graphfmtstr), graphfmtstr) |
const kwdset | graphtype_kwdset (sizeof(graphtypestr)/sizeof(*graphtypestr), graphtypestr) |
const kwdset | hardensoften_kwdset (sizeof(hardensoftenstr)/sizeof(*hardensoftenstr), hardensoftenstr) |
const kwdset | hsinputvar_kwdset (sizeof(hsinputvarstr)/sizeof(*hsinputvarstr), hsinputvarstr) |
const kwdset | inictype_kwdset (sizeof(inictypestr)/sizeof(*inictypestr), inictypestr) |
const kwdset | integratedquant_kwdset (sizeof(integratedquantstr)/sizeof(*integratedquantstr), integratedquantstr) |
const kwdset | materialmodel_kwdset (sizeof(materialmodelstr)/sizeof(*materialmodelstr), materialmodelstr) |
const kwdset | mattype_kwdset (sizeof(mattypestr)/sizeof(*mattypestr), mattypestr) |
const kwdset | nonlinsolvertype_kwdset (sizeof(nonlinsolvertypestr)/sizeof(*nonlinsolvertypestr), nonlinsolvertypestr) |
const kwdset | nonlintimesolvertype_kwdset (sizeof(nonlintimesolvertypestr)/sizeof(*nonlintimesolvertypestr), nonlintimesolvertypestr) |
const kwdset | paramf_type_kwdset (sizeof(paramf_typestr)/sizeof(*paramf_typestr), paramf_typestr) |
const kwdset | pore_press_comp_kwdset (sizeof(pore_press_compstr)/sizeof(*pore_press_compstr), pore_press_compstr) |
const kwdset | pore_press_coup_kwdset (sizeof(pore_press_coupstr)/sizeof(*pore_press_coupstr), pore_press_coupstr) |
const kwdset | problemtype_kwdset (sizeof(problemtypestr)/sizeof(*problemtypestr), problemtypestr) |
const kwdset | prunk_kwdset (sizeof(prunkstr)/sizeof(*prunkstr), prunkstr) |
const kwdset | stiffmatrix_kwdset (sizeof(stiffmatrixstr)/sizeof(*stiffmatrixstr), stiffmatrixstr) |
const kwdset | strastre_kwdset (sizeof(strastrestr)/sizeof(*strastrestr), strastrestr) |
const kwdset | strastrestate_kwdset (sizeof(strastrestatestr)/sizeof(*strastrestatestr), strastrestatestr) |
const kwdset | stressretalgtype_kwdset (sizeof(stressretalgtypestr)/sizeof(*stressretalgtypestr), stressretalgtypestr) |
const kwdset | strestate_kwdset (sizeof(strestatestr)/sizeof(*strestatestr), strestatestr) |
const kwdset | timetypeprin_kwdset (sizeof(timetypeprinstr)/sizeof(*timetypeprinstr), timetypeprinstr) |
const kwdset | tshrlaw_kwdset (sizeof(tshrlawstr)/sizeof(*tshrlawstr), tshrlawstr) |
const kwdset | wavrg_kwdset (sizeof(wavrgstr)/sizeof(*wavrgstr), wavrgstr) |
const kwdset | ym_evolfunc_kwdset (sizeof(ym_evolfuncstr)/sizeof(*ym_evolfuncstr), ym_evolfuncstr) |
Variables |
const enumstr | avrgfstr [] = {{"parab",1}, {"cubic",2}} |
const enumstr | corr_disip_enstr [] = {{"corr_off",0}, {"corr_on",1}} |
const enumstr | crsectypestr [] |
const enumstr | dam_evolfuncstr [] = {{"brittle",1}, {"quasi_brittle",2}, {"quadbezier",3}} |
const enumstr | dampingstr [] = {{"nodamp",0}, {"massdamp",1}, {"stiffdamp",2}, {"rayleighdamp",3}} |
const enumstr | detlambdastr [] = {{"nodetermination",0}, {"minvalue",1}, {"maxvalue",2}, {"minangle",3}, {"linearizedmeth",4}, {"fullmethod",5}} |
const enumstr | dirdynloadstr [] = {{"xdir",1}, {"ydir",2}, {"zdir",3}} |
const enumstr | displacementnormstr [] = {{"alldofs",1}, {"seldofs",2}, {"seldofscoord",3}, {"selecnodes",6}, {"nodesdistincr",8}} |
const enumstr | dynloadstr [] = {{"timeinddload",1}, {"seismicload",10}, {"responsespectrum",11}, {"timedepload",20}} |
const enumstr | eigstraintypestr [] = {{"eigstrain",1}, {"tempstrain",2}} |
const enumstr | elempositionstr [] = {{"nowhere",0}, {"intpts",1}, {"enodes",2}, {"cenodes",3}, {"userdefined",10}} |
const enumstr | elemtypestr [] |
const enumstr | elloadtypestr [] |
const enumstr | epsolvertypestr [] = {{"gep_sol",1}, {"gepvarsup_sol",2}, {"epplast_sol",3}} |
const enumstr | fatigue_flagstr [] = {{"fatigue_off",0}, {"fatigue_on",1}} |
const enumstr | forcedsolverstr [] = {{"newmark",1}, {"findiff",2}, {"modal_analysis",51}} |
const enumstr | graphfmtstr [] |
const enumstr | graphtypestr [] = {{"glinear",0}, {"gtable",1}, {"gfunc",2}, {"gfunc_ser",3}} |
const enumstr | hardensoftenstr [] |
const enumstr | hsinputvarstr [] |
const enumstr | inictypestr [] |
const enumstr | integratedquantstr [] = {{"locstress",1}, {"nonlocstress",2}, {"stressincr",3}, {"eigstress",10}} |
const enumstr | materialmodelstr [] = {{"local",0}, {"nonlocal",1}} |
const enumstr | mattypestr [] |
const enumstr | nonlinsolvertypestr [] |
const enumstr | nonlintimesolvertypestr [] = {{"fullnewton",1},{"modnewton",2}} |
const enumstr | paramf_typestr [] |
const enumstr | pore_press_compstr [] = {{"noporep",0}, {"const_all",1}, {"nonmechq",2}} |
const enumstr | pore_press_coupstr [] = {{"part_coup_pp",1}, {"fully_coup_pp",2}} |
const enumstr | problemtypestr [] |
const enumstr | prunkstr [] |
const enumstr | stiffmatrixstr [] = {{"initial_stiff",1}, {"tangent_stiff",2}, {"secant_stiff",3}, {"incr_tangent_stiff",5}, {"ijth_tangent_stiff",6}} |
const enumstr | strastrestatestr [] |
const enumstr | strastrestr [] = {{"strain",0}, {"stress",1}, {"other",2}, {"pstrain",3}, {"pstress",4}} |
const enumstr | stressretalgtypestr [] = {{"nostressretalg",0}, {"cp",1}, {"gsra",10}} |
const enumstr | strestatestr [] = {{"notdef",0}, {"tension",1}, {"compression",2}} |
const enumstr | timetypeprinstr [] = {{"seconds",1}, {"minutes",2}, {"hours",3}, {"days",4}} |
const enumstr | tshrlawstr [] = {{"shr_measured",1}, {"beta_val",2}} |
const enumstr | wavrgstr [] = {{"avggamma",1}, {"avgepsp",2}} |
const enumstr | ym_evolfuncstr [] = {{"b3law",1}, {"doublepwrlaw",2}, {"userfunc",3}} |