Getting a singular matrix error with the following. Any help appreciated. Happy holidays.
p.s. making it -ndf 2 does not work either
________________________________________________________
model BasicBuilder -ndm 2 -ndf 3
node 1 0 0
node 2 360 0
node 3 180 156
fix 1 1 1 0
fix 2 1 1 0
geomTransf Linear 1
uniaxialMaterial Steel01 1 36 45595 0.2
element truss 1 1 3 9 1
element truss 2 3 2 9 1
recorder Node d3.xls disp -node 3 -dof 1
pattern Plain 1 "Linear" {
load 3 10.0 0.0 0.0
}
constraints Plain
numberer RCM
system UmfPack
test NormDispIncr 1.0e-4 10
algorithm Newton
integrator LoadControl 1
analysis Static
analyze 1
truss model
Moderators: silvia, selimgunay, Moderators
I have changed the node number ,and used a new Material. It works!
In your script , there are a few questions.
model BasicBuilder -ndm 2 -ndf 2
node 1 0 0
node 2 180 156
node 3 360 0
fix 1 1 1
fix 3 1 1
#geomTransf Linear 1
#uniaxialMaterial Steel01 1 36 45595 0.2.
uniaxialMaterial Elastic 1 45595
element truss 1 1 2 9 1
element truss 2 2 3 9 1
recorder Node -file node2.out -time -node 2 -dof 1 disp
pattern Plain 1 Linear {
load 2 10.0 0.0 0.0
}
integrator LoadControl 1 1 1 1
test NormDispIncr 1.0e-06 10 0
algorithm Newton
numberer RCM
constraints Transformation
system ProfileSPD
analysis Static
analyze 1
In your script , there are a few questions.
model BasicBuilder -ndm 2 -ndf 2
node 1 0 0
node 2 180 156
node 3 360 0
fix 1 1 1
fix 3 1 1
#geomTransf Linear 1
#uniaxialMaterial Steel01 1 36 45595 0.2.
uniaxialMaterial Elastic 1 45595
element truss 1 1 2 9 1
element truss 2 2 3 9 1
recorder Node -file node2.out -time -node 2 -dof 1 disp
pattern Plain 1 Linear {
load 2 10.0 0.0 0.0
}
integrator LoadControl 1 1 1 1
test NormDispIncr 1.0e-06 10 0
algorithm Newton
numberer RCM
constraints Transformation
system ProfileSPD
analysis Static
analyze 1