Terminé

FEA Numerical modelling

INPUT

• reinforced concrete strip footing: 10m long, 1m wide and 350mm deep.

• footing rests on the surface of a thick layer of stiff clay: undrained Young's modulus of 40 MPa (constant with depth)

• A single vertical knife-edge load of magnitude 1000 kN per m width acts on the footing at a distance of 3m from the left-hand end.

OUTPUT

 Vertical deflections of the footing and the bending moments acting in it

o Vertical deflections : magnitude and distribution

o Bending moments : magnitude and distribution

 Tables of maximum values, and X-Y scatterplots of vertical deflection and bending

moment along the length of the beam

 Diagrams showing the FE mesh

Justification of assumptions;

 Mesh : location of remote boundaries

 Mesh : location of remote boundaries

 Mesh : type of boundary conditions

 Mesh : representation of beam

 Soil : choice of material properties (E, n, g, Kw (coefficient of subgrade reaction), etc)

Compétences : Modélisation 3D, Ingénierie, Analyse d'éléments finis

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Concernant l'employeur :
( 2 commentaires ) Towcester, United Kingdom

Nº du projet : #19215970

Décerné à:

braincenter

I DO NOT OUTSOURCE I have been a freelancer for the past 8 years, I believe that my experience and skill in this background will prove to be of great help to you. Contact me to discuss more on the details

£13 GBP / heure
(3 Commentaires)
3.5

3 freelance font une offre moyenne de £13/heure pour ce travail

blackbox311

Hi. I am a structural engineer. I have many experiences in FEA using ANSYS/Abaqus/... We can discuss details via chat. I wait for you now. Thanks.

£10 GBP / heure
(28 Commentaires)
5.0
emirhodzic3

Dear, I'm mechanical engineer from Bosnia and Herzegovina with good experience in similar job. I can finish your project very fast and quality. Best regards.

£15 GBP / heure
(4 Commentaires)
3.3