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  Topic: [Xansys] [XANSYS][STRUC] Meshing a line in unequal division
umesh.shrestha

Replies: 10
Views: 10783

PostForum: XANSYS   Posted: Tue Aug 19, 2014 11:39 am   Subject: [Xansys] [XANSYS][STRUC] Meshing a line in unequal division
Thanks Bohlen. I created the intersecting lines at the different interval and then divided the line by line and it worked.

Thanks
Best Regards,
Umesh Shahu Shrestha
Graduate Student
University of Tol ...
  Topic: [Xansys] [XANSYS][STRUC] Meshing a line in unequal division
umesh.shrestha

Replies: 10
Views: 10783

PostForum: XANSYS   Posted: Tue Aug 19, 2014 11:17 am   Subject: [Xansys] [XANSYS][STRUC] Meshing a line in unequal division
I am trying to merge the common nodes of the two overlapping volume and area with different dimension to simulate perfect bonding between them. Hence, I have to divide both lines of these volume and a ...
  Topic: [Xansys] [XANSYS][STRUC] Meshing a line in unequal division
umesh.shrestha

Replies: 10
Views: 10783

PostForum: XANSYS   Posted: Tue Aug 19, 2014 10:42 am   Subject: [Xansys] [XANSYS][STRUC] Meshing a line in unequal division
But I am only able to divide the lines into equal interval. How can I divide it into different lines?

Thanks
Best Regards,
Umesh Shahu Shrestha
Graduate Student
University of Toledo,Toledo, USA
_____ ...
  Topic: [Xansys] [XANSYS][STRUC] Meshing a line in unequal division
umesh.shrestha

Replies: 10
Views: 10783

PostForum: XANSYS   Posted: Tue Aug 19, 2014 10:27 am   Subject: [Xansys] [XANSYS][STRUC] Meshing a line in unequal division
Thanks Bohlen. I am using Classic ANSYS. Is there any apdl command to set that?

Thanks
Best Regards,
Umesh Shahu Shrestha
Graduate Student
University of Toledo,Toledo, USA

__________________________ ...
  Topic: [Xansys] [XANSYS][STRUC] Meshing a line in unequal division
umesh.shrestha

Replies: 10
Views: 10783

PostForum: XANSYS   Posted: Tue Aug 19, 2014 9:55 am   Subject: [Xansys] [XANSYS][STRUC] Meshing a line in unequal division
Dear Xansys members,


How can I mesh a line into unequal mesh size. For example: If I have a line with a length of 10 mm. How can I divide it into mesh size with 1,3,3,3 mm or 2,3,3,2 mm.


Any help ...
  Topic: [Xansys] [XANSYS] [STRUCT] modeling a multilayer/hybrid comp
umesh.shrestha

Replies: 3
Views: 4646

PostForum: XANSYS   Posted: Thu Apr 17, 2014 1:55 pm   Subject: [Xansys] [XANSYS] [STRUCT] modeling a multilayer/hybrid comp
Dr. Dayal,

Thank you for your respond.

I gave the orthogonal material properties and orthogonal failure criteria for material models. I prepared two models: one with only orthogonal material propert ...
  Topic: [Xansys] [XANSYS] [STRUCT] modeling a multilayer/hybrid comp
umesh.shrestha

Replies: 3
Views: 4646

PostForum: XANSYS   Posted: Thu Apr 17, 2014 8:13 am   Subject: [Xansys] [XANSYS] [STRUCT] modeling a multilayer/hybrid comp
Dear XANSYS members,


I am trying to model a multilayer/hybrid composite (FRP) sheet using shell181 element. It consists of two 2 material layers with same thickness. The first layer consists of mate ...
  Topic: [XANSYS][STRUCT] SOLID65 for modeling concrete
umesh.shrestha

Replies: 0
Views: 1325

PostForum: XANSYS   Posted: Thu Nov 14, 2013 3:11 pm   Subject: [XANSYS][STRUCT] SOLID65 for modeling concrete
Dear Xansys members,

I am modeling concrete with solid65 and defining the failure criteria as uni-axial cracking stress and uni-axial compressive stress. But I am getting failure even at half the l ...
  Topic: [XANSYS] [STRUC] Birth and death of element
umesh.shrestha

Replies: 1
Views: 1324

PostForum: XANSYS   Posted: Mon Oct 28, 2013 11:51 am   Subject: [XANSYS] [STRUC] Birth and death of element
Dear XANSYS members,

Can anyone help me to write a subroutine for killing any elements above maximum shear stress such that a check could be done after each substep to see if any elements are above ...
  Topic: [Xansys] [STRUC] Bond-slip model using CZM
umesh.shrestha

Replies: 0
Views: 1439

PostForum: XANSYS   Posted: Wed Oct 23, 2013 8:30 pm   Subject: [Xansys] [STRUC] Bond-slip model using CZM
Dear XANSYS member,

I have model a bond slip model in between concrete and FRP using cohesion Zone model by using contact pairs. I obtained the failure load to be half than that of the experimental ...
  Topic: [Xansys] [XANSYS} [STRUCT] Failure Criteria
umesh.shrestha

Replies: 7
Views: 8372

PostForum: XANSYS   Posted: Thu Oct 17, 2013 9:25 am   Subject: [Xansys] [XANSYS} [STRUCT] Failure Criteria
Thank you everybody.

Your suggestions were helpful for me. But my major problem is little bit different. I am modeling a bond slip model of FRP and Concrete with CZM material and contact elements fo ...
  Topic: [Xansys] [XANSYS} [STRUCT] Failure Criteria
umesh.shrestha

Replies: 7
Views: 8372

PostForum: XANSYS   Posted: Thu Oct 17, 2013 9:25 am   Subject: [Xansys] [XANSYS} [STRUCT] Failure Criteria
Thank you everybody.

Your suggestions were helpful for me. But my major problem is little bit different. I am modeling a bond slip model of FRP and Concrete with CZM material and contact elements fo ...
  Topic: [Xansys] [XANSYS} [STRUCT] Failure Criteria
umesh.shrestha

Replies: 7
Views: 8372

PostForum: XANSYS   Posted: Thu Oct 17, 2013 9:25 am   Subject: [Xansys] [XANSYS} [STRUCT] Failure Criteria
Thank you everybody.

Your suggestions were helpful for me. But my major problem is little bit different. I am modeling a bond slip model of FRP and Concrete with CZM material and contact elements fo ...
  Topic: [Xansys] [XANSYS} [STRUCT] Failure Criteria
umesh.shrestha

Replies: 7
Views: 8372

PostForum: XANSYS   Posted: Thu Oct 17, 2013 9:25 am   Subject: [Xansys] [XANSYS} [STRUCT] Failure Criteria
Thank you everybody.

Your suggestions were helpful for me. But my major problem is little bit different. I am modeling a bond slip model of FRP and Concrete with CZM material and contact elements fo ...
  Topic: [Xansys] [XANSYS} [STRUCT] Failure Criteria
umesh.shrestha

Replies: 7
Views: 8372

PostForum: XANSYS   Posted: Thu Oct 17, 2013 9:25 am   Subject: [Xansys] [XANSYS} [STRUCT] Failure Criteria
Thank you everybody.

Your suggestions were helpful for me. But my major problem is little bit different. I am modeling a bond slip model of FRP and Concrete with CZM material and contact elements fo ...
  Topic: [Xansys] [XANSYS} [STRUCT] Failure Criteria
umesh.shrestha

Replies: 7
Views: 8372

PostForum: XANSYS   Posted: Thu Oct 17, 2013 7:31 am   Subject: [Xansys] [XANSYS} [STRUCT] Failure Criteria
Thank you everybody.

Your suggestions were helpful for me. But my major problem is little bit different. I am modeling a bond slip model of FRP and Concrete with CZM material and contact elements fo ...
  Topic: [XANSYS} [STRUCT] Failure Criteria
umesh.shrestha

Replies: 0
Views: 1342

PostForum: XANSYS   Posted: Wed Oct 16, 2013 1:20 pm   Subject: [XANSYS} [STRUCT] Failure Criteria
Dear Xansys members,

The default failure criteria of ANSYS is Von Mises Criterion, which is suitable for ductile material. But while modeling brittle material, Ansys uses Von Mises Criterion and th ...
  Topic: [Xansys] [XANSYS] [STRUC] Earthquake and wind loading
umesh.shrestha

Replies: 9
Views: 10667

PostForum: XANSYS   Posted: Wed Aug 14, 2013 12:41 pm   Subject: [Xansys] [XANSYS] [STRUC] Earthquake and wind loading
Dear Wright and Liddle,

I am sorry about the mis understanding of question. My question was for seismic analysis should I follow Transient analysis or response spectrum and can I select any earthquak ...
  Topic: [Xansys] [XANSYS] [STRUC] Earthquake and wind loading
umesh.shrestha

Replies: 9
Views: 10667

PostForum: XANSYS   Posted: Wed Aug 14, 2013 12:41 pm   Subject: [Xansys] [XANSYS] [STRUC] Earthquake and wind loading
Dear Wright and Liddle,

I am sorry about the mis understanding of question. My question was for seismic analysis should I follow Transient analysis or response spectrum and can I select any earthquak ...
  Topic: [Xansys] [XANSYS] [STRUC] Earthquake and wind loading
umesh.shrestha

Replies: 9
Views: 10667

PostForum: XANSYS   Posted: Wed Aug 14, 2013 12:41 pm   Subject: [Xansys] [XANSYS] [STRUC] Earthquake and wind loading
Dear Wright and Liddle,

I am sorry about the mis understanding of question. My question was for seismic analysis should I follow Transient analysis or response spectrum and can I select any earthquak ...
  Topic: [Xansys] [XANSYS] [STRUC] Earthquake and wind loading
umesh.shrestha

Replies: 9
Views: 10667

PostForum: XANSYS   Posted: Wed Aug 14, 2013 12:41 pm   Subject: [Xansys] [XANSYS] [STRUC] Earthquake and wind loading
Dear Wright and Liddle,

I am sorry about the mis understanding of question. My question was for seismic analysis should I follow Transient analysis or response spectrum and can I select any earthquak ...
  Topic: [Xansys] [XANSYS] [STRUC] Earthquake and wind loading
umesh.shrestha

Replies: 9
Views: 10667

PostForum: XANSYS   Posted: Wed Aug 14, 2013 12:41 pm   Subject: [Xansys] [XANSYS] [STRUC] Earthquake and wind loading
Dear Wright and Liddle,

I am sorry about the mis understanding of question. My question was for seismic analysis should I follow Transient analysis or response spectrum and can I select any earthquak ...
  Topic: [Xansys] [XANSYS] [STRUC] Earthquake and wind loading
umesh.shrestha

Replies: 9
Views: 10667

PostForum: XANSYS   Posted: Wed Aug 14, 2013 11:47 am   Subject: [Xansys] [XANSYS] [STRUC] Earthquake and wind loading
Dear Wright and Liddle,

I am sorry about the mis understanding of question. My question was for seismic analysis should I follow Transient analysis or response spectrum and can I select any earthquak ...
  Topic: [XANSYS] [STRUC] Earthquake and wind loading
umesh.shrestha

Replies: 1
Views: 2244

PostForum: XANSYS   Posted: Wed Aug 14, 2013 7:59 am   Subject: [XANSYS] [STRUC] Earthquake and wind loading
Dear XANSYS members,

I have modeled a masonry wall. How can I apply in-plane and out of plane earthquake and wind loading in masonry wall.

I really appreciate your help.

Thanks

Best Regard ...
  Topic: [Xansys] [STRUC] load
umesh.shrestha

Replies: 14
Views: 14921

PostForum: XANSYS   Posted: Wed Jul 17, 2013 1:57 pm   Subject: [Xansys] [STRUC] load
Thanks AMES, Martin and Karl,

Finally you understood my problem. But I could not understand the solution provided by AMES and Martin. Could you please explain in detail.

I really appreciate your hel ...
  Topic: [Xansys] [STRUC] load
umesh.shrestha

Replies: 14
Views: 14921

PostForum: XANSYS   Posted: Tue Jul 16, 2013 1:13 pm   Subject: [Xansys] [STRUC] load
Hi Karl,

Thank you very much for your suggestion. I think your idea of UPGEOM will be useful for me. But while using UPGEOM command I need to get a file with " .rst ". How can I create this ...
  Topic: [Xansys] [STRUC] load
umesh.shrestha

Replies: 14
Views: 14921

PostForum: XANSYS   Posted: Mon Jul 15, 2013 6:25 pm   Subject: [Xansys] [STRUC] load
Hi Martine,

Let me explain you about experimental details. A 1m by 1m masonry wall supports a beam, then a uniformly distributed vertical load is applied on the beam. After applying the vertical load ...
  Topic: [Xansys] [STRUC] load
umesh.shrestha

Replies: 14
Views: 14921

PostForum: XANSYS   Posted: Mon Jul 15, 2013 2:25 pm   Subject: [Xansys] [STRUC] load
Thanks Martin,

I used your concept of applying load steps and it worked. But I have little bit different loading case now.

In experiment, there is a masonry wall and a beam on its top. A constant ve ...
  Topic: [Xansys] [STRUC] load
umesh.shrestha

Replies: 14
Views: 14921

PostForum: XANSYS   Posted: Thu Jul 11, 2013 1:17 pm   Subject: [Xansys] [STRUC] load
Thanks Martin,
I did same as suggested by you. But while considering second load step (horizontal), it does not consider the effect of the first load step (vertical load). How could I relate these two ...
  Topic: [Xansys][STRUC] load
umesh.shrestha

Replies: 1
Views: 1789

PostForum: XANSYS   Posted: Thu Jul 11, 2013 11:59 am   Subject: [Xansys][STRUC] load
Dear XANSYS members,

I am applying two forces in a model of wall. Horizontal and Vertical forces. How could I make vertical force as constant force and then increase the horizontal force gradually? ...
  Topic: [STRUC] load steps
umesh.shrestha

Replies: 1
Views: 2282

PostForum: XANSYS   Posted: Thu Jun 27, 2013 9:29 am   Subject: [STRUC] load steps
Dear XANSYS members,

I am modeling a wall which is subjected to vertical load and horizontal load. I have applied both the loads as the pressure loads on areas. I am applying a linear static analys ...
  Topic: [STRUC] Simulation of Crack by using Cohesion Zone Model (CZ
umesh.shrestha

Replies: 1
Views: 5148

PostForum: XANSYS   Posted: Fri Jun 14, 2013 11:52 am   Subject: [STRUC] Simulation of Crack by using Cohesion Zone Model (CZ
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Dear XANSYS members,


I am modeling a micro level masonry wall subjected to lateral loads. The brick unit and mortar is defined by SOLID65 element with concrete failure crite ...
 
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