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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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