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  Topic: Convergence issue and wrong results with BEAM 188 and BEAM44
xi.chen

Replies: 0
Views: 6558

PostForum: XANSYS   Posted: Tue Jan 24, 2017 4:17 pm   Subject: Convergence issue and wrong results with BEAM 188 and BEAM44
Dear All:

I’m trying to model a power pole. The pole itself is modeled with beam element and the cable forces, wind forces and dead load are all applied as point loads on nodes of the pole. The c ...
  Topic: [Xansys] [STRUC] Why my model can not capture the descending
xi.chen

Replies: 7
Views: 5333

PostForum: XANSYS   Posted: Mon Jun 24, 2013 4:51 pm   Subject: [Xansys] [STRUC] Why my model can not capture the descending
Hi, Janet
Thanks for you reply.
So basically there is no way to simulate crushing without using
SOLID65 elements?
Im trying to avoid using SOLID65 because it will make my model to
complicated and ...
  Topic: [Xansys] [STRUC] Why my model can not capture the descending
xi.chen

Replies: 7
Views: 5333

PostForum: XANSYS   Posted: Mon Jun 24, 2013 4:51 pm   Subject: [Xansys] [STRUC] Why my model can not capture the descending
Hi, Osman
Thanks for you reply.

Im not sure about this: Is ANSYS able to solve problem with material
that has negative slope stress-strain curves? I thought it could
because I found online some ...
  Topic: [Xansys] [STRUC] Why my model can not capture the descending
xi.chen

Replies: 7
Views: 5333

PostForum: XANSYS   Posted: Fri Jun 21, 2013 7:01 am   Subject: [Xansys] [STRUC] Why my model can not capture the descending
Can someone please have a look at this ? I'm sure it is not hard. I
just need a little hint. Thank you

Best regards,
Xi Chen

PhD Candidate
Dalhousie University
Canada

Quoting Xi Chen <xz60119 ...
  Topic: No Title
xi.chen

Replies: 1
Views: 1778

PostForum: XANSYS   Posted: Thu Jun 06, 2013 5:14 pm   Subject: No Title
[STRUC] Why my model can not capture the descending part of load vs.
displacement curve?

Hello, all.
Here is my model of a masonry infilled frame. Maybe a little bit long.
Sorry for the inconveni ...
  Topic: [STRUC] Why my model can not capture the descending part of
xi.chen

Replies: 0
Views: 1660

PostForum: XANSYS   Posted: Thu Jun 06, 2013 5:14 pm   Subject: [STRUC] Why my model can not capture the descending part of
Hello,
Here is my model of a masonry infilled frame. Maybe a little bit long.
Sorry for the inconvenience. Basically it is a BEAM188 frame infilled
with a PLANE42 infill. The interface between fr ...
  Topic: [Xansys] [STRUC] Need some help with masonry infill walls, m
xi.chen

Replies: 0
Views: 1074

PostForum: XANSYS   Posted: Tue May 14, 2013 9:46 am   Subject: [Xansys] [STRUC] Need some help with masonry infill walls, m
Hi,

Thank you for your kindly reply.

The stiffness ratio of an infilled frame to a bare frame is about 5:1
or higher. I dont think a continuum made of SOLID65 is capable of
simulating the mason ...
  Topic: [STRUC] Need some help with masonry infill walls modeling
xi.chen

Replies: 0
Views: 2415

PostForum: XANSYS   Posted: Wed May 08, 2013 10:32 am   Subject: [STRUC] Need some help with masonry infill walls modeling
Hi, everyone. It is an honor to become a member of XANSYS. Im
working with ANSYS 13.0 on my dissertation and I really need some
serious help. I think XANSYS is the best place to seek help. Pleas ...
 
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