susun616
Student
- Oct 6, 2021
- 2
Hi all,
I am having trouble with my 2D simulation work, therefore, hope there is anyone who can help me with this.
To briefly explain my model, I am working on the penetration of the hyperelastic body. The rigid body is piercing the soft matter along the predetermined crack path where cohesive elements are assigned.
However, the energy outputs do not seem to satisfy the energy balance condition.
The simulation is a quasi-static analysis with a dynamic implicit step. Since the friction is ignored in my model, the energy balance equation can be simplified as follows:
ETOTAL = ALLKE + ALLIE - ALLWK , where ALLIE = ALLSE + ALLDMD + ALLAE
with other outputs zero.
As it is shown in the attached file, when the penetration begins (cohesive element starts to fail), a discrepancy between external work and internal energy occurs and total energy becomes negative...
I am currently guessing this is caused by some errors when cohesive elements are included in the crack propagation problem.
Does anyone know why this kind of problem I am facing?
When I checked the slope of ALLDMD - Crack length plot, it was only half of the fracture toughness I assigned for the cohesive element (thickness is 1). I couldn't understand why I get this result...
I would appreciate any help or idea.
Details of model:
*Dynamic implicit (quasi-static)
*Soft matter: NH model
*Cohesive element: bilinear cohesive law
*Zero thickness cohesive elements are tied with soft bodies, rigid body is inserted along the crack path
*Interaction property: Normal (hard contact), Tangential (frictionless)
*Displacement B.C. assigned to rigid body (ramp)
I am having trouble with my 2D simulation work, therefore, hope there is anyone who can help me with this.
To briefly explain my model, I am working on the penetration of the hyperelastic body. The rigid body is piercing the soft matter along the predetermined crack path where cohesive elements are assigned.
However, the energy outputs do not seem to satisfy the energy balance condition.
The simulation is a quasi-static analysis with a dynamic implicit step. Since the friction is ignored in my model, the energy balance equation can be simplified as follows:
ETOTAL = ALLKE + ALLIE - ALLWK , where ALLIE = ALLSE + ALLDMD + ALLAE
with other outputs zero.
As it is shown in the attached file, when the penetration begins (cohesive element starts to fail), a discrepancy between external work and internal energy occurs and total energy becomes negative...
I am currently guessing this is caused by some errors when cohesive elements are included in the crack propagation problem.
Does anyone know why this kind of problem I am facing?
When I checked the slope of ALLDMD - Crack length plot, it was only half of the fracture toughness I assigned for the cohesive element (thickness is 1). I couldn't understand why I get this result...
I would appreciate any help or idea.
Details of model:
*Dynamic implicit (quasi-static)
*Soft matter: NH model
*Cohesive element: bilinear cohesive law
*Zero thickness cohesive elements are tied with soft bodies, rigid body is inserted along the crack path
*Interaction property: Normal (hard contact), Tangential (frictionless)
*Displacement B.C. assigned to rigid body (ramp)