|
[Sponsors] |
June 18, 2015, 10:21 |
Harmonic response - contact issue
|
#1 |
New Member
Mario
Join Date: Jun 2015
Posts: 1
Rep Power: 0 |
Hi,
I'm modelling a bar in concrete with applyed force on the bar. When I model them seperately, I get response which is OK, that is - when the steel bar is modeled alone the output spectar (frequency-amplitude) looks OK, and when I model only concrete block its response is also OK. However, when I try to model them together nad apply force on bar, the response I get is the one which corresponds to bar. It doesn't 'recognize' concrete. If I use any contac (no separation, bonded, etc.) i always have the same resonse - response of bar to applyed force. Does anybody have experience with modelling of contact? Best regards! |
|
|
|
Similar Threads | ||||
Thread | Thread Starter | Forum | Replies | Last Post |
dynamic contact angle udf returns no value to solver | shiraz_man67 | Fluent UDF and Scheme Programming | 5 | July 3, 2018 15:51 |
dynamic contact angle / contact line velocity | ThomasN | CFX | 6 | September 23, 2014 07:07 |
Contact angle between different phase and wall | liguifan | OpenFOAM Pre-Processing | 1 | March 7, 2013 03:46 |
Harmonic Response??? | bkrdnr | ANSYS | 0 | November 16, 2012 07:46 |