Tutorial 3 Basic - Beam Elements[1]-V

March 18, 2019 | Author: woongs73 | Category: 3 D Computer Graphics, Scientific Modeling, Software, Computing, Technology
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Tutorial 3 Basic - Beam Elements[1]-V...

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Tu orial 3 (Basic): B am Elements Laurence Marks In this this simp simple le tut tutoria oriall th the u er builds a framework model using a 3D wireframe read in from a CAD CAD system system.

St ategic Simulation & Analysis Ltd Sout So uthi hill ll Bar Barn, n, Sou South thil illl Busi Busine ness Pa Park rk,, Co Corn rnbu bury ry Pa Park rk,, Cha Charl rlbu bury ry,, Ox Oxfo ford rds s ire, OX7 3EW T. 01608 811777 F. 01608811770 [email protected] [email protected] W. www.ss nalysis.co.uk

1.

Geometry Import

Import the geometry in the form of an .iges file – Tutorial 3.igs

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2.

Material and section properties

Start to define the material properties – go into the properties module

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Define a linear Steel prope ty. E=210GPa, NUXY=0.3

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Now create a section – this adds the beam cross sectional info.

Then apply this section the framework geometry.

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We then orientate the bea

sections.

Select the beam sections t at you wish to orient and type in a refer nce direction (in this case 0,1,0) and the local direction of the beam is displayed.

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We can render the beam s ctions to view them graphically. Go to View in the menu bar and select ‘Part isplay Options’. In the ‘Part Display Option’ window change the render type to haded and then check ‘Render Beam P ofiles’ and apply the new settings.

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Instance the parts in the assembly module.

Strategic Siimulation & Analysis Ltd Southill Barn, Southill Business Park, Cornbury Park, Charlbury, Oxfordshire, OX 3EW T. 01608 811777 F. 01608811770 [email protected] W. www.ssanalysis. o.uk



3.

Define the firs analysis step

Create a static general ste with the following settings. Nlgeom: On Initial Increment size: 0.1 Max Increment size: 0.1 The Nlgeom option update the geometry as the analysis progresses. This is generally used for Non-linear and large displacement analyses. The increment settings specify that the first time step attempts to solve 0.1/1 of the analysis rather than the entire analysis like the previous tutorial . It also specifies that there should be a minimum of 10 time steps in the sol tion and that no time step should be larger than 0.1/1.

Strategic Siimulation & Analysis Ltd Southill Barn, Southill Business Park, Cornbury Park, Charlbury, Oxfordshire, OX 3EW T. 01608 811777 F. 01608811770 [email protected] W. www.ssanalysis. o.uk



4.

Define restrai ts and loads

In the load module define t e loads and restraints Fix the 4 corner points at o e end of the box in all 6 degrees of free om. Add a 100N concentrated force v rtically to the model at each of the 4 cor ers on the opposite end.

Strategic Siimulation & Analysis Ltd Southill Barn, Southill Business Park, Cornbury Park, Charlbury, Oxfordshire, OX 3EW T. 01608 811777 F. 01608811770 [email protected] W. www.ssanalysis. o.uk

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5.

Meshing

Define a global mesh seed of 20mm.

Then hit the meshing icon to mesh the model.

 After this operation the mo el should essentially look unchanged.

Strategic Siimulation & Analysis Ltd Southill Barn, Southill Business Park, Cornbury Park, Charlbury, Oxfordshire, OX 3EW T. 01608 811777 F. 01608811770 [email protected] W. www.ssanalysis. o.uk

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6.

Create and Submit a Job

Whilst the solution is runni g monitor its progress.

Strategic Siimulation & Analysis Ltd Southill Barn, Southill Business Park, Cornbury Park, Charlbury, Oxfordshire, OX 3EW T. 01608 811777 F. 01608811770 [email protected] W. www.ssanalysis. o.uk

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7.

Open the results file and plot the results

Sets the deformation scale Sets the defor ation scale

Plots the stresses

 Animates the image Try animating the image to see how the restraints hold the model in place whilst the force deforms the opposite end.

Strategic Siimulation & Analysis Ltd Southill Barn, Southill Business Park, Cornbury Park, Charlbury, Oxfordshire, OX 3EW T. 01608 811777 F. 01608811770 [email protected] W. www.ssanalysis. o.uk

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