Difference between revisions of "Hazimi Hamar"

From ccitonlinewiki
Jump to: navigation, search
Line 8: Line 8:
 
'''At the 4th meeting the Finite Element & Multhiphysics (4/9/2024)'''
 
'''At the 4th meeting the Finite Element & Multhiphysics (4/9/2024)'''
  
[[File:Classic Piping Input.png]]
+
[[File:Classic Piping Input.png|600px|thumb|left|alt text]]
  
 
We do simple pipe design using Caesar II with classic piping input >> we make pipe models according to standard code B31.3 and set the layout of the pipe model including pipe length, pipe diameter, pipe wall thickness or sch, pipe fluid density, temperature and pressure are also set.
 
We do simple pipe design using Caesar II with classic piping input >> we make pipe models according to standard code B31.3 and set the layout of the pipe model including pipe length, pipe diameter, pipe wall thickness or sch, pipe fluid density, temperature and pressure are also set.

Revision as of 07:25, 11 September 2024

1. Hello, Welcome my first Home Page, in the form of assignment for meeting 1 in the Finite Element & Multhiphysics (27/08/2024)


At the 4th meeting the Finite Element & Multhiphysics (4/9/2024)

alt text

We do simple pipe design using Caesar II with classic piping input >> we make pipe models according to standard code B31.3 and set the layout of the pipe model including pipe length, pipe diameter, pipe wall thickness or sch, pipe fluid density, temperature and pressure are also set.

Material = A312 304L (stainless steel)

Pipe length = 4m

Diameter = 6in

Wallthicknes = 10s

Temp Operation = 120F Temp Design = 150F

Pressure Operation = 130lb./sq.in.

Pressure design = 270lb./sq.in.


3. Examples of the description above are modeling inputs that form the results of Displacement, Restraint Summary, Stress Summary and Global Element Forces.

Stress Summary 1.png Stress Summary 2.png

In the Caesar II software from the modeling input we can see the results of the Load Case Analyzed obtained from the modeling that we input are Temperature Design and Operation, Pressure Design and Operation, Alternate SUSTAIN, SUSTAIN and Expansion.

For example, stress summary images 1 & 2 provide information on the results in the form of Axial Stress, Bending Stress, Torsion Stress, Hoop Stress and Max Stress Intensity.

Restraint Summary.png

For Restraint Summary only outputs the Force and Moment results on the modeling input of Temperature and Pressure from Design and Operations that show changes in the direction of the force and moment axes.

Displacement.png

For Displacement on Temperature and Pressure conditions from Design and Operations outputs the deflection results from all modeling nodes.


At the 5th meeting the Finite Element & Multhiphysics (10/9/2024)

1. Bagaimana distribusi normal force pada elemen truss ketika mendapatkan beban aksial yang tidak merata?

2. Bagaimana pengaruh variasi kekakuan pada elemen beam terhadap distribusi defleksi akibat beban merata?