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€5
Bearing Capacity Failure of a Strip Foundation Abaqus
This project includes full video (step by step) – Cae file – inp file – Excel file
Description
Bearing Capacity Failure of a Strip Foundation Abaqus
This example been chosen from Example 6.2 Sam Helwany book
In this example , we calculate the bearing capacity of a 0.6-m-wide strip foundation on a thick homogeneous layer of Ottawa sand
The foundation is situated at a depth = 0.38 m, as shown in Figure
The layer of sand is 4.5 m deep and 15 m wide
The concrete foundation is assumed to be linear elastic with a Young’s modulus of 1435 MPa and a Poisson ratio of 0.2
In this analysis , we use two steps
In first step , gravity loads and surcharge loads are applied to the sand layer
In second step , the foundation load is applied using a constant downward displacement boundary condition at the top surface of the foundation
The constant-velocity boundary condition applied to the top surface of the foundation causes the foundation to settle at a constant rate
Theoretically, the foundation pressure can be increased gradually up to the failure point (termed the bearing capacity) at which a failure surface
bearing capacity of 440 kPa predicted by Sam Helwany book
bearing capacity of 444 kPa predicted by Abaqus
Comparison between Abaqus results and Sam Helwany book results
Information about this tutorial |
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Full video (Step by step) Cae file inp file Excel file (Results) | You will receive these files after purchase |
English | The language of the video |
Is 26 minutes | Duration of the video |
Is 47 MB | Size of all files |
HD, 720p | Video quality |
After payment, the download link will be sent to your email immediately | Method of receiving |
Method 1 (Visa Card/MasterCard) : You can buy online using Visa Card and MasterCard Method 2 (PayPal) : Contact us by email to purchase with PayPal | Payment Method |
$ 5 | Price |
Email : saeedofmoeini@gmail.com | Contact us |
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