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WOM 2013 - Provisional program now available

Submitted by Laure Ballu on

The provisional program for WOM 2013 (14-18 April 2013) is now available at www.wearofmaterialsconference.com

Special tutorial session: Fundamentals of Wear and Wear Testing

Taught by invited experts led by Professor Ian Hutchings, this popular half-day overview will be held on Sunday afternoon before the conference. For more information, go to http://www.wearofmaterialsconference.com/tutorial-session.html

Mathematics and Mechanics of Complex Systems - a new journal

Submitted by Ostoja-Starzewski on

A new scientific journal, Mathematics and Mechanics of Complex Systems (MEMOCS) [http://msp.org/memocs/], has been launched this winter. You may view the first edition at http://msp.org/memocs/2013/1-1/index.xhtml. MEMOCS is a very unique publication in several ways: a
nonprofit publication owned, managed, and supported by academic
institutions from countries all over the world. Because it is supported
by these sponsoring institutions, subscription fees and page charges are
not necessary, and electronic access to the publication is open
and free to all. Accepted manuscripts are published free of charge

R&D Engineer: Design optimization of piezo-composite transducers using Level Set Method

Submitted by reanasser on

R&D Engineer: Design optimization of piezo-composite transducers using Level Set Method

Reference : AMS/MODSI-12/027 -- 2 years -- Luxembourg

Mission :

Within our on-going research programmes:

•    You collaborate in the framework of a global research project based on the design optimization of piezo-composite transducers using eXtended Finite Element Method and Level Set method;

•    You define a numerical schema for modelling of distributed transducers using eXtended Finite Element and Level Set Methods;

Questions about RPIM shapefunction

Submitted by 11hours on

I am solving a simple solid mechanics problem by meshless method.  use RPIM to  calculate shape function.

when i calculate the derivatives of shape function, i found the derivative is not close to zero at the compute point, when the point is on the boundry of problem domain. and good derivative result can be got if the compute point is in problem domain. 

is there anybody has experience in working with RPIM shape function help me to fix the problem? 

 

Multi-scale Modeling of Dynamic Behavior of Materials

Submitted by ndaphalapurkar on

If your research activites are related to modeling the dynamic behaviour of materials then you may consider participating in minisymposium 4.10 at

12th U.S. National Congress on Computational Mechanics

Raleigh, NC (July 22-25, 2013)

http://12.usnccm.org

 

See attachment for details. The deadline for submitting an abstract is February 28, 2013.

Invitation to SES/ASME-AMD 2013 Symposium: Mechanics and Dynamics of Periodic Structures

Submitted by jkyang on

We would like to invite you to a symposium entitled "Mechanics and Dynamics of Periodic Structures" as part of  Society of Engineering Science (SES) 50th Annual Technical Meeting & ASME-AMD (Applied Mechanics Division) Annual Summer Meeting, Brown University, July 28-31, 2013. This special session aims to aggregate the latest research efforts contributing to the theoretical, experimental, and/or computational research on the mechanics and dynamics of periodic structures.



Load-displacement curve in static step using Abaqus.

Submitted by digvijay.kumar.singh on

Hi all,

I am working on Abaqus 6.8. I am doing a pile loading
analysis in dense sand. I am not understanding how to plot
load-displacement plot by using static general step. I mean where i
should assign reaction forces and displacement in output request. i have
assigned a set at middle of pile and requested for disp. in output
request also i have made a set of bottom which is fixed and ask for
reation force in output request. i summed up all reaction forces and
combine with displacement. but i am getting zero force and graph becomes