Search found 10 matches

by a20145878@pucp.pe
Sun Jun 28, 2020 11:56 pm
Forum: Post processing and data visualization
Topic: Drawback with concrete stress-strain diagram
Replies: 1
Views: 54

Drawback with concrete stress-strain diagram

Hi! As I mentioned before, I was working in a model with distribuited plasticity using fibers. In the input data, I defined the following behaviour for the concrete cover: concreto 1.PNG Moreover, while I was analyzing my results in the concrete stress-strain diagrams and saw the following: fibras d...
by a20145878@pucp.pe
Mon Jun 01, 2020 11:44 pm
Forum: Post processing and data visualization
Topic: Incompatibility in Moment rotation diagram
Replies: 2
Views: 128

Incompatibility in Moment rotation diagram

Hi! I write you in order to ask you why it is possible that a moment curvature diagram of a lumped plasticity model with zero lenght using the command ModIMKPeakOriented shows a decreasing stretch after yielding even when I defined it as an incresing after yielding for the beams as you can see in th...
by a20145878@pucp.pe
Thu May 21, 2020 7:35 pm
Forum: Post processing and data visualization
Topic: Wrong constitutive model
Replies: 4
Views: 638

Re: Wrong constitutive model

Hi!
As you said, is it possible that there is a stretch in the diagram that could be in tension even when I defined the behaviour just in compression with the command concrete01?. Moreover, Can I send you the file by e-mail?
Thanks
by a20145878@pucp.pe
Wed May 20, 2020 9:57 pm
Forum: Post processing and data visualization
Topic: Wrong constitutive model
Replies: 4
Views: 638

Re: Wrong constitutive model

Hi! I wanted to extract the diagram stress and strain of some fiber, either concrete or steel, in the section of beams or columns in my model. However, I cannot understand how there is a stretch in the diagram of concrete without stress even when I defined suppostely well the consitutive model and i...
by a20145878@pucp.pe
Sat May 16, 2020 8:56 am
Forum: Post processing and data visualization
Topic: Wrong constitutive model
Replies: 4
Views: 638

Wrong constitutive model

Hi! I am working in a model with distribuited plasticity using fiber section and I defined the constitutive model of the concrete and steel as you can see in the attached photos. acero 1.PNG acero 4.png ca 1.PNG concreto 4.png By the way I was using units in N and mm. However, when I run the analysi...
by a20145878@pucp.pe
Tue Mar 24, 2020 2:55 am
Forum: Property
Topic: Question about Rectangular Fiber Section
Replies: 1
Views: 215

Question about Rectangular Fiber Section

Hi, I have the following question: In the webinar about distributed plasticity in RC frames, when wanted to choose the material properties in the column fiber, there was no material for the concrete core because supposedly you could obtain the unconfined and confined section, but I did not really un...
by a20145878@pucp.pe
Mon Mar 23, 2020 3:47 pm
Forum: Installation issues
Topic: Installation errors
Replies: 16
Views: 4862

Re: Installation errors

Now, everything is right. Thanks a lot
by a20145878@pucp.pe
Mon Mar 23, 2020 2:20 am
Forum: Installation issues
Topic: Installation errors
Replies: 16
Views: 4862

Re: Installation errors

Hi, I have the same problem (appears the same error message ) and tried to install the software again, but did not succeed. Hence, if necessary, the code in the System Info is 2B4AE8D8EDA8BE80B89AE464A438214058A23BC083D067B0.
Thanks in advance
by a20145878@pucp.pe
Fri Mar 13, 2020 1:30 am
Forum: Property
Topic: Definition of Elastic Material
Replies: 2
Views: 368

Definition of Elastic Material

Good evening, I have a problem with the mentioned command because the elasticity is defined as the tangent of the curve stress-strain for an uniaxial material, whose value would be similar to the modulus of elasticity. However, when I define the command Elastic Section, does the modulus of elasticit...
by a20145878@pucp.pe
Fri Feb 07, 2020 5:25 pm
Forum: Condition
Topic: EqualDOF mp constraint
Replies: 1
Views: 309

EqualDOF mp constraint

Good evening, I have a problem with the assignment of master point and slave point for a rigid diaphragm. When I use the mentioned command, everything is right. However, when I run the analysis, there is a python error in the terminal in which point out "Different NDF on same node". I think that cou...