How to Extract CZM Parameters From Test Data?
A few years ago, I was pulled in to do some adhesive modeling. The project leaders later decided against using adhesives but it peaked my interest on how to simulate adhesives using Cohesive Zone Modeling (CZM). Mode I Peel direction failure was a concern and glue manufacturers sometimes lists the peel strength per ASTM D 1876. Unfortunately, from those values alone, it is difficult to determine the needed parameters for use in ANSYS.
Resources
1. CAEAI presentation [link] provides good background information
2. PADT The Focus #56 by Rod Scholl [link] explained the parameters clearly
3. Paper by A. Khayer Dastjerdi & E. Tan & F. Barthelat [link] or [link]
4. Ansys Knowledge Resource #2052789 [link] model with bonded contacts
Simulation Model Goal
Unlike ASTM D1876, the paper by Dastjerdi et al [1] provides a clear way of translating load frame test data into parameters used in ANSYS. The flimsy panels used in the ASTM standard are highly non-linear. The critical contribution of the paper is to replace highly deformable test pieces with a rigid body substrate and providing the math in computing the parameters.
The second piece of the puzzle is SR #2052789 which provides many tips on the model setup requirements (e.g. Never update contact stiffness, use fracture object etc). Their attached project file was used as a template for this blog post's project.
The paper by Dastjerdi et al [1] shows how one could calculate the normal traction vs separation from their experimental setup. The experimental setup and corresponding test results were also described well enough to be replicated in ANSYS. As both test data and calculated cohesive laws curve are available in the paper, we could extract CZM CBDD parameters then try to replicate the test in ANSYS to see how well the calculated force measures up to test data. This would be done for the Polyurethane adhesive.
Parameter Setup
Figure 7 & 8 from the paper shows the measured force vs opening and normal traction vs separation respectively. In Figure 2 below, the light turquoise line was appended to approximate the ANSYS load path. Orange lines helps determine some amplitudes for this path.
The CZM Separation-Distance Debonding parameters approximated from the turquoise line are:
A few years ago, I was pulled in to do some adhesive modeling. The project leaders later decided against using adhesives but it peaked my interest on how to simulate adhesives using Cohesive Zone Modeling (CZM). Mode I Peel direction failure was a concern and glue manufacturers sometimes lists the peel strength per ASTM D 1876. Unfortunately, from those values alone, it is difficult to determine the needed parameters for use in ANSYS.
Resources
1. CAEAI presentation [link] provides good background information
2. PADT The Focus #56 by Rod Scholl [link] explained the parameters clearly
3. Paper by A. Khayer Dastjerdi & E. Tan & F. Barthelat [link] or [link]
4. Ansys Knowledge Resource #2052789 [link] model with bonded contacts
Simulation Model Goal
Unlike ASTM D1876, the paper by Dastjerdi et al [1] provides a clear way of translating load frame test data into parameters used in ANSYS. The flimsy panels used in the ASTM standard are highly non-linear. The critical contribution of the paper is to replace highly deformable test pieces with a rigid body substrate and providing the math in computing the parameters.
Figure 1: Fixtures used in CZM Adhesive Characterization
The second piece of the puzzle is SR #2052789 which provides many tips on the model setup requirements (e.g. Never update contact stiffness, use fracture object etc). Their attached project file was used as a template for this blog post's project.
The paper by Dastjerdi et al [1] shows how one could calculate the normal traction vs separation from their experimental setup. The experimental setup and corresponding test results were also described well enough to be replicated in ANSYS. As both test data and calculated cohesive laws curve are available in the paper, we could extract CZM CBDD parameters then try to replicate the test in ANSYS to see how well the calculated force measures up to test data. This would be done for the Polyurethane adhesive.
Parameter Setup
Figure 7 & 8 from the paper shows the measured force vs opening and normal traction vs separation respectively. In Figure 2 below, the light turquoise line was appended to approximate the ANSYS load path. Orange lines helps determine some amplitudes for this path.
Figure 2: Appended Plots from Paper
The CZM Separation-Distance Debonding parameters approximated from the turquoise line are:
Figure 3: CZM Properties
A key snippet is needed for the initial gradient which specifies the stiffness of the contact elements:
The snippet is:
rmod,cid,3, -0.07428e12 ! FKN = 5.2e6/70e-6
rmod,cid,11,-0.07428e12 ! FKOP = 5.2e6/70e-6
The negative value tells Ansys to interpret the real constants FKN & FKOP as absolute value and not based on the underlying element stiffness/dimensions. Other details can be found in the archived model.
Results & Discussion
Figure 4: Stiffness Specification Location
The snippet is:
rmod,cid,3, -0.07428e12 ! FKN = 5.2e6/70e-6
rmod,cid,11,-0.07428e12 ! FKOP = 5.2e6/70e-6
The negative value tells Ansys to interpret the real constants FKN & FKOP as absolute value and not based on the underlying element stiffness/dimensions. Other details can be found in the archived model.
Results & Discussion
Figure 5 has the calculated force peaks at 97.5N at 0.12mm opening.
It's a bit smaller than the peak ~112N at ~0.14mm shown in the paper but it's not far in the left field. A bit more parameter tweaking should better match the ANSYS results to the test forces.
Note that a shear test (Mode II) is advised to determine the tangential properties which were (wrongly) assumed to be the same in the above example.
Archive File
ANSYS WB v18.2 [Link]
Figure 5: Calculated Force
It's a bit smaller than the peak ~112N at ~0.14mm shown in the paper but it's not far in the left field. A bit more parameter tweaking should better match the ANSYS results to the test forces.
Note that a shear test (Mode II) is advised to determine the tangential properties which were (wrongly) assumed to be the same in the above example.
Archive File
ANSYS WB v18.2 [Link]
[1] Khayer Dastjerdi, A., Tan, E. & Barthelat, F. Direct Measurement of the Cohesive Law of Adhesives Using a Rigid Double Cantilever Beam Technique. Exp Mech 53, 1763–1772 (2013). https://doi.org/10.1007/s11340-013-9755-0
Thank you very very very much, It was the only single explanations of many confusions. Just a small question why two commands FKN and FKOP is needed? And what is 3 & 11? Can you please tell.
ReplyDeleteHi Puhan,
DeleteFKN and FKOP is needed as it defines the contact's normal contact stiffness and opening stiffness respectively. Secondly, the real constants of FKN and FKOP corresponds to 3 and 11 respectively. Please see the help of RMODIF and CONTA171 for further details. Good luck!
Your this article is so helpful to me as I try to CZM analysis for DCB and single lap adhesively joints, I appreciate it. However, I have a problem.
ReplyDeleteAs you can see in his paper below, he obtained result about 9kN when the lap length is 25 mm (reference Fig. 8). On the other hand, my result is approximate 600N. I don't know the causes.
I refer to araldite 2015 (Table 1) for analysis.
He used Abaqus, but I use Ansys mechanical for 2D analysis.
could you give me any advice?
in the end, can we define trapezoidal shape in Ansys?
https://doi.org/10.1016/j.proeng.2015.08.047
It's hard to troubleshoot your problem without having a closer look. Perhaps try recreating Fig 7 in the reference paper. Being mostly in sheer, some rough hand calculation is possible. Hopefully that provides some insight on where to look for the problem.
DeleteThis article helps a lot. I have a question for now. How did you find the artificial damping coefficient?
ReplyDeleteArtificial damping is to aid convergence iteration of the nonlinear equations and is arbitrarily set. Please see https://www.mm.bme.hu/~gyebro/files/ans_help_v182/ans_thry/thy_mat11.html. You may start out with a small value and increase it if necessary.
Delete