|
[Sponsors] |
![]() |
![]() |
#1 |
New Member
Patricia S
Join Date: Jun 2023
Posts: 2
Rep Power: 0 ![]() |
Hello,
I'm modeling a shear-tension two-sided edge-influenced shear stud connection in reinforced concrete (longitudinal and stirrup reinforcement) and would like to determine the crack pattern in the concrete. I have done it so far with the user-defined result "EPTO" (total tensile strain), but the crack pattern shows the concrete edge break a bit too small. Is it allowed to show the crack pattern also with the result "Maximum principal stress"? For this purpose, I have set the limits -25 and +2.2 MPa for a C20/25 concrete. The crack pattern is more in line with the Eurocode 2-4. Thanks a lot Patricia |
|
![]() |
![]() |
![]() |
Tags |
concrete, crack, epto, maximum principal stress, shear |
Thread Tools | Search this Thread |
Display Modes | |
|
|
![]() |
||||
Thread | Thread Starter | Forum | Replies | Last Post |
When to use solid65 for concrete in ANSYS Workbench (for which type of loading) | mirghani | Structural Mechanics | 1 | December 27, 2017 04:52 |
Ansys Workbench Fracture and Cracking Behavior using Solid65 | jackhero | Structural Mechanics | 0 | December 25, 2017 00:45 |
Ansys nonlinear concrete and frp rod | Paolo Palari | ANSYS | 0 | June 10, 2013 06:38 |
Heat Transfer from airflow to concrete | Mary2788 | FLUENT | 1 | June 22, 2011 10:43 |
Concrete flow in a mold | Jihwan | Siemens | 0 | June 2, 2005 01:57 |