APPLIED MECHANICS DIVISION – HAYTHORNTHWAITE FOUNDATION RESEARCH INITIATION GRANTS
Please see the attached file for details.
Kenneth Liechti
AMD Executive Committee
Please see the attached file for details.
Kenneth Liechti
AMD Executive Committee
The AMD Executive Committee (EC) is pleased to announce a student travel award and best paper competition at IMECE 2012 (http://www.asmeconferences.org/congress2012/) this year. This award is aimed to encourage younger members and particularly graduate students to participate in IMECE and the activities of the Division.
Stage 1:
Senior Lecturer/ Associate Professor (A182-12MY) position at the Australian National University (ANU)
Term of Contract: Permanent
Closing Date: 15 July, 2012
Usually ultrasound equipment in medicine only use compressional waves.
But since human tissues have a high bulk modulus, the P-wave speed is
relatively constant (around 1580 m/s). Human tissues are very stiff if
you apply isotropic constraints on them (like pressure of water).
However M. Fink and his colleagues proposed a new way to investigate
human tissues by first sending a strong compressional wave in the tissue
that is able to make ripples in the body, then shear wave are produced
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Hi, everyone!
I will employ the meshfree method in order to analyze the composite model including the spherical filler and matrix.
However, if the background cells are regular reluctantly, there will be background cells where two types of materials coexist.
In this case, I don't know how to calculate the integral form, K=int_V B'CB dV, numerically.
i want to model a single pile whith surrounding soil in abaqus. my problem is about:
1)step mudulus: how i must define step mudulus to obtain a time history and spectral(frequency) displacement response.
2)how i can apply elcentro spectrum in abaqus. i dont know nothing about this.
thanks
Dear All,
Good Morning.
I want to model a steel fibre reinforced R.C square slab under Impact force.
Can I get the suitable steps for using ABAQUS 6.10 to analyse and findout the ultimate stress,strain,displacements?
I have tested steel pipe (as a beam) under lateral distributed loads. Longitudenal strain gages are on the top and bottom lines of the pipe. Could any one suggest to me how can I derive the bending moment distribution along the pipe. I have E, I , t (thickness, and r(radius) for the pipe.
I have found a formula from litrature as follows : M = K.E.I
Where K = curvature = 0.5 * (ε_tension side - ε_compression side) / C (i.e the Half Section Depth, or pipe radius)
CALL FOR
PAPERS
This year the International Conference of Numerical Analysis
and Applied Mathematics 2012 (ICNAAM 2012) has been organized in Kos, Greece,
Kypriotis Hotels and Conference Center http://www.kipriotis.gr/,
19-25/09/2012. URL address: http://www.icnaam.org/