force output in tensile test
force output in tensile test
(OP)
Hello everybody
Ihave a question please if i use a tensile test in abaqus and i could like to represent The force Vs displacement how can i do that i mean if i choose one node in the middle i alwyas have Force = 0 ???? can anyone help me please?
Thanks a lot
Ihave a question please if i use a tensile test in abaqus and i could like to represent The force Vs displacement how can i do that i mean if i choose one node in the middle i alwyas have Force = 0 ???? can anyone help me please?
Thanks a lot





RE: force output in tensile test
RE: force output in tensile test
Node Output
RF, U
*Element Output, directions=YES
E, MISES, S
**
** HISTORY OUTPUT: H-Output-1
does it mean that i can not have S in a node but it must be an element?
RE: force output in tensile test
Stress and strain are calculated at the element integration points and can be extrapolated to the surrounding nodes where they are then averaged by default. So you can access element stresses/strains (most accurate) and node stresses/strains (extrapolated and averaged) in your odb file.
RE: force output in tensile test
RE: force output in tensile test