Pablo
2004-11-17 00:01:34 UTC
Hi,
I'm trying to compute the frictional stress at a node which is attached to a
six CONTA174 elements. I have already created the ETABLE which contains the
TAUR et TAUS tangential contact stress for each vertex of the six elements
coincident with the node. Having the tangential contact stress for the
vertex (coincident with the node) of the six elements, I would like to know
how ANSYS compute the tangential contact stress in R direction (TAUR) and in
S direction (TAUS)? After computing these two stresses, I will use the
frictional stress formula which is available in the ANSYS help:
Frictional stress = SQRT (TAUR**2+TAUS**2)
Also I would like to know if there is a way to compute the direction of the
tangential contact stress for the R and S direction?
I have created a macro which computes the normal contact pressure at a
specific node and have verified the results obtained by this macro by
plotting the results for the specific node. When I compare the results for
the normal contact pressure obtained with the CONTA174 elements and the
normal stress obtained for the solid elements beneath the CONTA174 there is
always a small difference... Does someone knows the reason of this
difference?
Thanks for taking the time to read and reply in advance.
Pablo,
I'm trying to compute the frictional stress at a node which is attached to a
six CONTA174 elements. I have already created the ETABLE which contains the
TAUR et TAUS tangential contact stress for each vertex of the six elements
coincident with the node. Having the tangential contact stress for the
vertex (coincident with the node) of the six elements, I would like to know
how ANSYS compute the tangential contact stress in R direction (TAUR) and in
S direction (TAUS)? After computing these two stresses, I will use the
frictional stress formula which is available in the ANSYS help:
Frictional stress = SQRT (TAUR**2+TAUS**2)
Also I would like to know if there is a way to compute the direction of the
tangential contact stress for the R and S direction?
I have created a macro which computes the normal contact pressure at a
specific node and have verified the results obtained by this macro by
plotting the results for the specific node. When I compare the results for
the normal contact pressure obtained with the CONTA174 elements and the
normal stress obtained for the solid elements beneath the CONTA174 there is
always a small difference... Does someone knows the reason of this
difference?
Thanks for taking the time to read and reply in advance.
Pablo,