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STEP 1: Start up
Define the analysis as a structural analysis
Main menu > Preference > Structural > ok
STEP 2: Preprocessor > Element Type
Select the element type as Solid 65 and link 180
Main menu > Preprocessor > Element type > Add/Edit/Delete
Select SolidConcrete 65, and Click apply.
Select link - 3D fin stn180, and click ok.
After getting this image click close now element types is succesfully added.
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STEP 3: Preprocessor > Real Constants
Select the Real Constants
Main menu > Preprocessor > Real Constants > Add click
Show Type 1Solid 65 in the dialog box, and click ok and again click okShow Set -1 in thedialogbox
Show type 2link 180 in the dialog box, and click ok and enter cross sectional area as 113.09 for
Set No 2
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Non linear > inelastic > rate independent > isortopic hardening plastic > mises plasticity >
multilinear.
Add point to stress strain values and click ok
FOR STEEL , THE MATERIAL PROPERTIES
Material > new model
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> structural > linear > elastic > isotropic
Enter EX and PRXY value.> ok
Non linear > inelastic > rate independent > isortopic hardening plastic > mises plasticity >
bilinear.
Enter the yield stress value and tangent modulus value and click ok.
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copy the nodes in x direction.
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STEP 6: select > entities > nodes
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STEP 7: create solid elements
Modelling > create > elements > element attributes
Set the element types number , material number and real constant set number and cick ok
Modelling > create > elements > auto numbered > thru nodes
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STEP 8: COPY SOLID ELEMENT AND EXTEND
COPY THE SOLID ELEMENT AND EXTEND
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STEP 9: create link elements
Select > entities > nodes > plot > ok
Select the nodes where we want to create link elements.
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Unselect the unwanted nodes
Modelling > create > elements > element attributes
Set the element types number , material number and real constant set number and cick ok.
Modelling > create > elements > auto numbered > thru nodes
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8.05E-02 2000
0.160957 4000
0.241436 6000
0.321914 8000
0.402393 10000
0.496155 12000
0.600648 14000
0.746845 16000
0.953992 18000
1.26962 20000
1.9658 22000
2.34515 24000
4.32449 26000
5.56057 28000
8.99727 30000
12.9194 32000
18.1421 34000
24.2029 36000
31.4394 38000
42.0542 40000
0
5000
10000
15000
20000
25000
30000
35000
40000
45000
0.00E+00 1.00E+01 2.00E+01 3.00E+01 4.00E+01 5.00E+01
load vs deflection
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