comsol
I am a doctoral student in the first year
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)
What are the good books to refer for thermal analysis with practical applications.
20th Australasian Conference on the Mechanics of Structures and Materials (ACMSM20)
The 20th Australasian Conference on the Mechanics of Structures and Materials (ACMSM20) will be held at the University of Southern Queensland (USQ) Toowoomba, 2-5 December 2008. The conference will be hosted by the Faculty of Engineering and Surveying, University of Southern Queensland, Toowoomba, Queensland, Australia.
Does the FEM software( ANSYS,abaques,et al) ues the isoparametric element concept?
Thanks for your reply。
i am MPhil Physics from Qauid-I-Azam university Islamabad Pakistan in Theoritical Particle physics. My thesis topic was "Some Processes in Supersymmetry". I want to do Phd in any field of theoritical physics. I have good mathematical approach
We are seeking a highly motivated individual to join our Vancouver research institute. This is a two-year industrial postdoctoral fellow position, which could lead to permanent employment.The successful incumbent will work with a multi-disciplinary team of scientists to develop computer models to predict mechanical properties of wood and paper products.
Hi there,
Is there any basis for chosing the h/deltaP (where h and deltaP are respectively the smoothing length and particle spacing ) ratio in SPH. Is it purely based on some numerical experiment?
Thanks,
Amit