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)
thermal analysis
What are the good books to refer for thermal analysis with practical applications.
20th Australasian Conference on the Mechanics of Structures and Materials (ACMSM20)
20th Australasian Conference on the Mechanics of Structures and Materials (ACMSM20)
Toowoomba, Queensland, Australia, 2-5 December 2008
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.
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My research topic is too different from string theory!. but i think this not so old opinion of Proff. Lee Smolin about world research system weaknesses is very beneficial to read. and have convincing arguments in neccessity of changes in this system. Read this. it is not related to string theory,
Roozbeh Sanaei, Cellular and molecular bioengineering, Bioengineering department, National university of singapore
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MECHANICAL ENGINEERING
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UNIVERSITY OF CALIFORNIA, SANTA BARBARA