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cracking analysis OF a 3-points bended sandwich beam in the negative stressed area of the beam (above the neutral axis)
Hi,all
I'm looking for ideas-ways to model the above mentioned thema and solutions to overcome some obstacles. Here are some observations of mine:
1) Above the neutral axis of a bended beam the stress field is negative.Furthermore the traditional type of K factors estimation in Ansys is insufficient.The reason as i believe is that we haven't relative despacements of the crack nodes along y(normal) axis.In contradiction we have shear desplacements.So i retrieve Ki nearly zero and Kii some noticable results.(using contact elements)
2)calculations using J integral seems to agree with the above results.
3)calculations using the V11 of ansys of J integral estimation (without using singular elements around the crack tip ) and using some included algorythms also agree.
4)I have observed that there is a penetration between the crack edges and i used contact elements,along the crack but i am'not sure about the results.(Eventhough in some cases I take Ki=0 AS I THINK It should.)
Everyone's opinion is welcome
Best Regards
Ilias
- Ilias I. Tourlomousis's blog
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