Tag Archives: FEA

Daily Download 6: Working with FEA programs

Posted on 22/09/2012 by dougaj4

Today’s downloads are three programs for working with Finite Element Analysis (FEA) programs.  The first use the Scripting Dictionary Object to count the number of different element types (beams, plates, bricks and links) and the number of node restraints at … Continue reading →

Posted in Excel, Finite Element Analysis, Newton, Strand7, UDFs, VBA | Tagged , , , , , , | Leave a comment

The Dome of Santa Maria del Fiore – Stress Analysis 2

Posted on 13/08/2012 by dougaj4

Following on from the previous post I have uploaded the Strand7 data and results files and an animation of the stresses as the construction proceeds.  Strand7 users can just download the files and load them into Strand7 (or those with a slow … Continue reading →

Posted in Dome Structures, Finite Element Analysis, Newton, Strand7 | Tagged , , , , , , | Leave a comment

The Dome of Santa Maria del Fiore – Stress Analysis 1

Posted on 11/08/2012 by dougaj4

It’s time to get back to the analysis of the stresses and strains in the dome of the Cathedral of Santa Maria del Fiore in Florence. Since the last installment I have purchased “Brunelleschi’s Cupola” by Giovanni and Michele Fanelli, which is … Continue reading →

Posted in Dome Structures, Finite Element Analysis, Newton | Tagged , , , , , , | 1 Comment

The Dome of Santa Maria del Fiore – Dimensions

Posted on 30/06/2012 by dougaj4

This post is a continuation from The Dome of Santa Maria del Fiore in Florence Different sources give a wide variety of different dimensions for the dome, but there seems to be reasonable agreement that the “across flats” diameter of the … Continue reading →

Posted in Dome Structures, Excel, Finite Element Analysis, Newton, Strand7, UDFs, VBA | Tagged , , , , , , , , | 2 Comments

Buckling of Tubes

Posted on 05/07/2011 by dougaj4

The video here The Surfing Scientist shows a rough and ready experiment demonstrating the superior strength under axial load of cylindrical tubes, compared with square tubes (skip to 1:30 if you are not interested in the chat). The conclusion about … Continue reading →

Posted in Finite Element Analysis, Newton | Tagged , , , , | 4 Comments