26 Buckling of Aluminum CAN - ABAQUS Tutorial | 3D Modeling

Dr Jawed Qureshi presents 3D modeling of an aluminum can using ABAQUS.
kzread.info/head/PLOQ_D0oq27oBjtBD9CUVuxXTSZnbNEdoX
Learn how to simulate aluminum can buckling in this easy ABAQUS tutorial! This step-by-step guide is perfect for civil and mechanical engineering students, or anyone who wants to improve their finite element modeling skills.
Link to lecture slides and FEA modelling files: tinyurl.com/JQureshiABAQUS
⏰ TIMECODES ⏰
00:00 - Introduction
01:35 -Buckling strategy in ABAQUS
03:30 - Linear Model
06:41 - Interaction
11:43 - Editing Keywords - adding *Node fil, U
14:15 - Nonlinear Model
15:42 - Adding IMPERFECTION
17:25 - Viewing and interpreting results
Buckling of aluminum CAN lay summary:
Buckling of an aluminum can happens when it collapses or deforms due to excessive pressure or force. This can occur when you squeeze an empty can, stack too many cans on top of each other, or expose a can to sudden impacts.
In simple terms, imagine a thin metal tube that has been weakened. When pressure is applied, the metal bends or crumples because it can't support the force. In the case of an aluminum can, buckling usually results in dents, wrinkles, or complete collapse.
Engineers study buckling to understand how different structures behave under stress and to ensure safety and stability in designs. This is especially important in fields like aerospace, construction, and automotive engineering, where materials are often subjected to intense forces and need to stay intact.
Watch ABAQUS Tutorial series at tinyurl.com/JQABAQUS
1 Modelling of short EHS steel columns kzread.info/dash/bejne/qoOIsqqJecjTaMY.html
2 Buckling of SHS long columns kzread.info/dash/bejne/doegxchpY9G1h7Q.html
3 Shearing of a LAP JOINT kzread.info/dash/bejne/nHeG0Nqmope0mLw.html
4 Modelling Overhead HOIST kzread.info/dash/bejne/pZp72Kawnru9h5s.html
5 Modelling Cantilever Beam kzread.info/dash/bejne/fIat1ausntm0dLA.html
6 Modelling Hinge-Pin kzread.info/dash/bejne/qZWivLyPisqzaLw.html
7 Modelling simply supported beam kzread.info/dash/bejne/oXmH0pZyd9vToKg.html
8 Buckling of columns kzread.info/dash/bejne/eaWDlcdug82taZM.html
9 Frequency Analysis kzread.info/dash/bejne/a4KNyNindNngYpM.html
10 Natural frequency of simply supported beam kzread.info/dash/bejne/ZKaX1cRpdJTHh5c.html
11 Natural Frequency of beam with overhang kzread.info/dash/bejne/oq6etZumlZzTYrw.html
12 Natural Frequency of Shear Frame kzread.info/dash/bejne/aYmJydNupdytk7Q.html
13 Natural Frequency of fixed-pin frames kzread.info/dash/bejne/qotsx5icibLWoLw.html
14 Natural Frequency of two-bay frames kzread.info/dash/bejne/Z3mJr4-PhdmzfsY.html
15 Free Vibration of a Shear Building kzread.info/dash/bejne/ZpmLzLuOmry5qLQ.html
16 Modal Analysis of a Three-story Building kzread.info/dash/bejne/pKN2j7RrfbyXoNo.html
17 Plate with circular hole kzread.info/dash/bejne/nWeVmat6hJPIe6g.html
18 Welded beam-column joint kzread.info/dash/bejne/pKGdms1phNK2aJs.html
19 Crushing of a steel tube kzread.info/dash/bejne/nYqgx8GsYq_JhM4.html
20 - Part 1: Parts | Strengthening of concrete beams kzread.info/dash/bejne/lKmsqKptmLfQkaQ.html
21 - Part 2: Property | Strengthening of concrete beams kzread.info/dash/bejne/h4ltrc-pfNGylrA.html
22 - Part 3: Assembly | Strengthening of concrete beams kzread.info/dash/bejne/p5qnybiyhMytpZc.html
23 - Part 4: Step to Job | Strengthening of concrete beams kzread.info/dash/bejne/gqeczY-maM7Ldaw.html
24 - Part 5: Visualisation | Strengthening of concrete beams kzread.info/dash/bejne/oWt8o7SId5fcY6w.html
25 - Connecting Lug kzread.info/dash/bejne/opqClrCgkZrcaJM.html
26 - Buckling of Aluminum CAN kzread.info/dash/bejne/nKaYuddqhqadmpM.html
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KZread video series on FEA using ABAQUS for Civil, Structural and Mechanical Engineers tinyurl.com/JQABAQUS
Dr Jawed Qureshi presents this video series mastering finite element analysis using ABAQUS tailored for civil, structural, and mechanical engineers. This comprehensive KZread playlist is your key to proficiency in finite element analysis. Over the series, I guide you through the essentials, from mastering the ABAQUS interface to advanced techniques in modelling members, joints, and complete structures.
#abaqustutorial #aluminum #3dmodeling
Disclaimer: This material is provided on an 'as is' basis with no warranty.
Copyright: Dr Jawed Qureshi holds the copyright to this lecture series. He is a senior academic in London, UK with international experience of over 20 years. Dr Qureshi holds a PhD in steel -concrete composite structures from The University of Leeds and has a prior teaching experience at The University of Warwick. He is currently working at University of East London, London, UK as a Senior Lecturer in Structural Engineering and Design.

Пікірлер: 7

  • @DrJQureshi
    @DrJQureshi2 ай бұрын

    No sign in required! Please DOWNLOAD all FE modelling files and lecture slides at tinyurl.com/JQureshiABAQUS

  • @MS-Entertainment009
    @MS-Entertainment009Ай бұрын

    Thanks

  • @DrJQureshi

    @DrJQureshi

    Ай бұрын

    You’re welcome!

  • @rabinderladhani1294
    @rabinderladhani12942 ай бұрын

    Great tutorial, sir! Could you clarify why you prefer using shell elements over solid elements in your videos? Can solid elements be used as well, or is there a specific rationale for selecting shell elements for certain problems?

  • @DrJQureshi

    @DrJQureshi

    2 ай бұрын

    Solid elements can be used as well. But there are two reasons: less computational time and shell elements give better convergence for buckling of thin-walled structures. If a steel tube is filled with concrete, I would use shell for tube and solid elements for concrete.

  • @rabinderladhani1294

    @rabinderladhani1294

    2 ай бұрын

    @@DrJQureshi thank you sir. I tried to model a column using shell and 3d elements. I was getting different Eigen values in both cases. I am struggling to find the reason why it is different. Technically it shouldn’t be.

  • @DrJQureshi

    @DrJQureshi

    2 ай бұрын

    @@rabinderladhani1294 How much difference were you getting in percentage? A 5% difference is acceptable. If more, then you've to look into mesh sensitivity and other modelling assumptions.