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How to analyze a "RepRap" design (static and vibrational)?

Submitted by mikew67 on

Folks,

I'm embarking on a project to build a modified copy of a DIY 3D printer.  See http://reprap.org/wiki/WebHome to get a rough idea.  In my case, I have my own lathe and milling machine, so I can fabricate more substantial components, e.g., by machining aluminum.  I also have larger stepper motors, some 3/8" precision rod and linear bearings that I can use. 

Viscoelasticity model using Ansys

Submitted by Jessi on

I need to model viscoelastic behavior of polymer. I have storage modulus and loss modulus data as a function of temperature. I have found to determine the Prony series coefficients Ansys need shear and bulk modulus as a function of time-temperature. Does it mean complex shear moduls which can be calculated from storage and loss modulus. Can anyone advise me how I can use my data to calculate Prony series coefficients using Ansys?

PhD-Student Positions in the Post-Graduate School at the Otto-von-Guericke-University Magdeburg, Germany

Submitted by knaumenko on

A number of 3 year PhD-Student positions in the areas of mechanical engineering, process engineering and applied mathematics is available in the Post-Graduate School "Micro-Macro-Interactions in Structured Media and Particle Systems", Otto-von-Guericke-University Magdeburg, Germany.

Further information can be found at  http://www.uni-magdeburg.de/gkmm/free-position-new-gk.htm

Use Only the Angular Quantities in Analysis? Three Sample Problems to Consider...

Submitted by Ajit R. Jadhav on

A recent discussion at iMechanica following my last post here [^] leads to this post. The context of that discussion is assumed here.

I present here three sample problems, thought of almost at random, just to see how the suggestions made by Jaydeep in the above post work out.

Modal Analysis_Natural frequency

Submitted by prksh on

Dear All,

 I am doing modal analysis using ANSYS.

 1) why every one is particularly taking first six modes of vibration for their results?. Is the probability of occurance of the first six exitation is very higher?

2) But how the frequencies for first 6modes are in ascending order ?

3) Just for verification, Assume ,

   a) the earthquake frequency is around 22 to 25Hz.

   b)Obtained natural modes for a system 5,7,8.8,9,10.2.

Solution for beam on elastic beam

Submitted by parisa on

Hi,

I am looking at some deformations in beams.  I have an elastic beam sleeping on another elastic beam and connected via springs that have two dimensional stiffness. Anybody knows how should I go for closed form solution of this beam and obtain deformations in springs??? I can model it in sap2000 or ABAQUS and solve it at there but I am now looking for only closed form solution... Besides, I am looking for deformations in spring caused by applied load. I have attached a sketch of my model. Any idea or comment will be highly appreciated.