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A-Star Education
United Kingdom
Приєднався 22 лип 2022
Google Classroom | Submission Assignment or Classwork | Resubmission Assignment | Replacing File
00:00 Submitting Assignment
03:10 Resubmitting Assignment or Replacing File
03:10 Resubmitting Assignment or Replacing File
Переглядів: 705
Відео
Google Classroom | Joining a Class using Invitation Email or Class Code or Invitation Link
Переглядів 720Рік тому
This video tutorial is about, how to join a class in Google Classroom using an Invitation Email or Class Code or Invitation Link. 00:00 Introduction 00:27 Join through Invitation Email 02:04 Join through Class Code 02:56 Join through Invitation Link
ANSYS Beam Analysis 1 | Simply Supported Beam with Point Load | Shear Force-Bending Moment Diagram
Переглядів 2,2 тис.Рік тому
The tutorial is analysis of a Simply Supported Beam subjected to Point Load to find deflections, support reaction and to plot Shear Force Diagram and Bending Moment Diagram. 0:00 Problem Description 01:06 Steps for Analysis 01:46 Start Project: Static Structural 02:53 Add Material 04:02 Select Analysis Type 04:40 Model 2D Beam in DesignModeler 11:00 Material Assignment 12:03 Create Mesh 13:10 S...
Abaqus Beam Analysis 1 | Simply Supported Beam | Deflection, Shear Force and Bending Moment Diagrams
Переглядів 2,3 тис.Рік тому
The tutorial is analysis of a Simply Supported Beam subjected to Point Load to find deflections, support reaction and to plot Shear Force Diagram and Bending Moment Diagram. 00:00 Problem Description 01:08 Steps for Analysis 01:43 Units and Set Work Directory 02:53 Create Part 05:39 Create Material 06:41 Create Profile 07:40 Create Section 08:29 Assign Beam Orientation 09:09 Assign Section 09:5...
Abaqus Beam Analysis 3 | Continuous Beam carrying Point Load and Distributed Load | Deflection Curve
Переглядів 1,7 тис.Рік тому
The tutorial is analysis or solution of Work Example of Chapter 3 from Book "Introduction to Finite Element Analysis using MATLAB and Abaqus", 1st Edition by Amar Khennane. 00:00 Problem Description 01:13 Steps for Analysis 02:18 Create Part 04:26 Create Partition 06:01 Create Material 06:51 Create Profile 08:09 Create Section 09:12 Assign Beam Orientation 09:48 Assign Section 11:16 Create Mesh...
Abaqus Beam Analysis 2 | Overhanging Beam | Deflection, Rotation, Support Reaction & Bending Moment
Переглядів 1,9 тис.Рік тому
The tutorial is analysis or solution of Problem 3.1 from Book "Introduction to Finite Element Analysis using MATLAB and Abaqus", 1st Edition by Amar Khennane. 00:00 Problem Description 01:15 Steps for Analysis 02:32 Change Viewport Background 02:56 Create Part 05:01 Create Material 05:50 Create Profile 06:41 Create Section 07:23 Assign Beam Orientation 08:01 Assign Section 09:12 Create Mesh 10:...
Abaqus Truss Analysis Lecture 4 | 2D Nine Member Plane Truss | Deflections and Axial Stresses
Переглядів 1,1 тис.Рік тому
The tutorial is analysis or solution of Problem 2.2 from Book "Introduction to Finite Element Analysis using MATLAB and Abaqus", 1st Edition by Amar Khennane. 00:00 Problem Description 01:45 Steps for Analysis and Set Units 02:49 Set Work Directory 03:39 Create Part 07:09 Create Material 08:00 Create Section 09:00 Assign Section 09:47 Create Mesh 11:28 Create Assembly 12:07 Create Step 13:00 Mo...
Abaqus Truss Analysis Lecture 3 | 2D Bridge Truss | Deflections and Member Forces
Переглядів 1,7 тис.Рік тому
The tutorial is analysis or solution of Problem 2.1 from Book "Introduction to Finite Element Analysis using MATLAB and Abaqus", 1st Edition by Amar Khennane. 00:00 Problem Description 01:26 Steps for Analysis 02:12 Set Units 02:59 Set Work Directory 04:01 Create Part 07:52 Create Material 09:01 Create Section 10:22 Assign Section 11:55 Create Mesh 13:34 Create Assembly 14:20 Create Step 15:05 ...
Abaqus Truss Analysis Lecture 1 | 2D Three Member Plane Truss | Deflections and Support Reactions
Переглядів 4,3 тис.Рік тому
The tutorial is analysis or solution of Chapter 2 Work Example from Book "Introduction to Finite Element Analysis using MATLAB and Abaqus", 1st Edition by Amar Khennane. 00:00 Problem Description 01:42 Steps for Modelling 04:24 Create Part 06:32 Create Material 07:38 Create Section 08:27 Assign Section 09:14 Mesh Part 11:04 Create Assembly 11:44 Create Step 12:32 Modify Field Output 13:26 Apply...
ANSYS Truss Analysis 4 | Nine Member Plane Truss
Переглядів 1,4 тис.Рік тому
The tutorial is analysis or solution of Problem 2.2 from Book "Introduction to Finite Element Analysis using MATLAB and Abaqus", 1st Edition by Amar Khennane. 0:00 Problem Description 01:09 Steps for Analysis 02:05 Start Project 03:20 Add Material 04:47 Select Geometry and Analysis Type 05:23 Model Truss using DesignModeler 13:48 Material Assignment and Model Type 14:50 Create Mesh 16:25 Change...
ANSYS Truss Analysis 3 | 2-D Bridge Truss
Переглядів 1,7 тис.Рік тому
The tutorial is analysis or solution of Case Study 2.6 from Book "Finite Element Modeling and Simulation with ANSYS Workbench", 2nd Edition by Xiaolin Chen and Yijun Liu. 0:00 Problem Description 02:00 Steps for Analysis 02:31 Start Project 03:43 Add Material 05:06 Select Geometry and Analysis Type 05:45 Model Truss using DesignModeler 13:25 Material Assignment and Model Type 14:38 Mesh 16:25 A...
Vibration Analysis 12: Natural Frequencies and Mode Shapes of Fixed-Pinned Ends Beam using MATLAB
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The Natural Frequency and Mode Shape of Fixed-Pinned Ends or Supports Beam for First Three Modes using MATLAB is presented. 00:00 Problem Description 01:08 Introduction 04:16 Solve Frequency Equation 10:05 Calculate Natural Frequencies 12:12 Plot Mode Shapes
Vibration Analysis of I-Section Beam with Different End Conditions in ANSYS (Part-2)
Переглядів 596Рік тому
Vibration Analysis or Modal Analysis of an I-Section Beam to find Natural Frequency and Mode Shape for first three shapes is presented. This part is for Fixed-Pinned, Pinned-Pinned (Simply Supported) and Fixed-Free (Cantilever) End Conditions. 00:00 Problem Description 01:29 Pinned-Pinned End Conditions or Simply Supported 06:32 Fixed-Pinned End Conditions 10:09 Fixed-Free End Conditions or Can...
Vibration Analysis of I-Section Beam with Different End Conditions in ANSYS (Part-1 Fixed Beam)
Переглядів 887Рік тому
Vibration Analysis or Modal Analysis of an I-Section Beam to find Natural Frequency and Mode Shape for first three shapes is presented. This part is for Fixed Supports Beam or Fixed-Fixed End Conditions. 0:00 Problem Description 03:19 Steps for Analysis 04:09 Start Project 04:46 Add Material 05:47 Model Beam 08:26 Material Assignment 09:20 Generate Mesh 10:07 Required Modes 10:36 Boundary Condi...
Vibration Analysis of I-Section Beam with Different End Conditions in Abaqus (Part-2)
Переглядів 598Рік тому
Vibration Analysis or Modal Analysis of an I-Section Beam to find Natural Frequency and Mode Shape for first three shapes is presented. This part is for Fixed-Pinned, Pinned-Pinned (Simply Supported) and Fixed-Free (Cantilever) End Conditions. 00:00 Problem Description 01:49 Pinned-Pinned End Conditions or Simply Supported 05:22 Fixed-Pinned End Conditions 07:59 Fixed-Free End Conditions or Can...
Vibration Analysis of I-Section Beam with Different End Conditions in Abaqus (Part-1 Fixed Beam)
Переглядів 929Рік тому
Vibration Analysis of I-Section Beam with Different End Conditions in Abaqus (Part-1 Fixed Beam)
Vibration Analysis 11: Natural Frequency and Mode Shape of Cantilever Beam with Tip Mass in MATLAB
Переглядів 2,3 тис.Рік тому
Vibration Analysis 11: Natural Frequency and Mode Shape of Cantilever Beam with Tip Mass in MATLAB
Vibration Analysis 8: Natural Frequencies and Mode Shapes of Simply Supported Beam using MATLAB
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Vibration Analysis 8: Natural Frequencies and Mode Shapes of Simply Supported Beam using MATLAB
Vibration Analysis 9: Natural Frequencies and Mode Shapes of Cantilever Beam using MATLAB
Переглядів 4,4 тис.Рік тому
Vibration Analysis 9: Natural Frequencies and Mode Shapes of Cantilever Beam using MATLAB
Vibration Analysis 10: Natural Frequencies and Mode Shapes of Fixed Supports Beam using MATLAB
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Vibration Analysis 10: Natural Frequencies and Mode Shapes of Fixed Supports Beam using MATLAB
Mechanical Vibrations: Problem 8.30 (c) Frequency and Mode Shape of Cantilever Beam in MATLAB
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Mechanical Vibrations: Problem 8.30 (c) Frequency and Mode Shape of Cantilever Beam in MATLAB
Mechanical Vibrations: Problem 8.30 (b) Frequency and Mode Shape of Fixed Ends Beam in MATLAB
Переглядів 297Рік тому
Mechanical Vibrations: Problem 8.30 (b) Frequency and Mode Shape of Fixed Ends Beam in MATLAB
Mechanical Vibrations: Problem 8.30 (a) Frequency and Mode Shape of Simply Supported Beam in MATLAB
Переглядів 381Рік тому
Mechanical Vibrations: Problem 8.30 (a) Frequency and Mode Shape of Simply Supported Beam in MATLAB
Mechanical Vibrations, SS Rao: Example 8.18 Solution of Frequency Equation for Five Roots in MATLAB
Переглядів 256Рік тому
Mechanical Vibrations, SS Rao: Example 8.18 Solution of Frequency Equation for Five Roots in MATLAB
Mechanical Vibrations, SS Rao: Example 8.17 Solution of Frequency Equation for Single Root in MATLAB
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Mechanical Vibrations, SS Rao: Example 8.17 Solution of Frequency Equation for Single Root in MATLAB
Abaqus Truss Analysis Lecture 6 | 3D Truss or Pin-Jointed Structure | Deflections, Reaction Forces
Переглядів 1,3 тис.Рік тому
Abaqus Truss Analysis Lecture 6 | 3D Truss or Pin-Jointed Structure | Deflections, Reaction Forces
Abaqus Truss Analysis Lecture 5 | 3D Truss or Pin-Jointed Structure | Deflections, Normal Stresses
Переглядів 1,8 тис.Рік тому
Abaqus Truss Analysis Lecture 5 | 3D Truss or Pin-Jointed Structure | Deflections, Normal Stresses
Abaqus Truss Analysis Lecture 2 | 2D Pin-Jointed Structure | Member Forces and Support Reactions
Переглядів 2,5 тис.Рік тому
Abaqus Truss Analysis Lecture 2 | 2D Pin-Jointed Structure | Member Forces and Support Reactions
Vibration or Modal Analysis of Cantilever Beam with Tip Mass (Mass attached at Free End) in ANSYS
Переглядів 907Рік тому
Vibration or Modal Analysis of Cantilever Beam with Tip Mass (Mass attached at Free End) in ANSYS
Vibration or Modal Analysis of Cantilever Beam with Tip Mass (Mass attached at Free End) in Abaqus
Переглядів 1,1 тис.Рік тому
Vibration or Modal Analysis of Cantilever Beam with Tip Mass (Mass attached at Free End) in Abaqus
great!
F1 should be two times greater than is evulated
Your video is excellent! Could you help explain this question to me? The formula mentioned in the book is only valid for thin and symmetric beams, right? I am analyzing thick, asymmetric beams. Do you have any formula to address this?
Thank you so much sir
Could you a share a video for the damping ratio, storage and loss modulus evaluation for a cantilever beam?
❤
Sir how to apply varying uniform load in Ansys
why i cant select edge
Sir can you explain example 5.5
Love uh hgya sir❤
Sir your way of teaching is good but I have question. Kindly answer it! Sir ap Ansys ka konsa version use kr rhay hain?
Ansys 2020
hello brother, thank you so much for your tutorial. Can you explain for me about opening beams with abaqus and finding to shear moment and deflection in abaqus. Thank You.
Sir what is intial temperature we have take
nice
You know nothing. Partition creating was not right.
Very helpful and beautifully explained lecture 😍
You saved my vibration mechanics exam,thank you
Shouldn't the periodic fluctuations constitute resonance frequencies rather than noise?
sir where is its analytical solution
Sir please speak close to the mic
How do you add/change the velocity of the air?
A well done tutorial. Very easy to understand. Thank you.
What is m and why you take it 22
This chicken in background is too much disturbing and irritating...
Dear A star Education : team its a very nice and explanatory analysis i learnt a lot - but one question while defining the material properties you defined Laminates and not the Engineering Constants - what's the difference b/w two and how will it affect the results
¿What does de Average temperatura at min 26:23 is refered to? ¿is it the Average temperature from the bottom to the surface of one fin?
could you please make a video on thermal and structural analysis of CFST columns.
Why E:2=0 axial force??
When i click solve its say unknow error check troubleshooting user guide mechanical Ansys, please advice on this
Great Video, Can you please tell me which book this problem is from. I want analytical solution to this problem.
Hi sir, I followed all the steps up to the connections part. In the model tree, the connection options are not enabled. Can you tell me what it might be?
Why Cn = 1?
Thank you for sharing this valuable lecture. Can you share the paper that you were showing in the video?
3:04 Can't say I'm used to chicken jump scares in my engineering tutorials
Wow, this is great! Please keep posting. I hope you will post a new video that helps us to extract mode shapes EMA input and output data❤
best teacher
Eight months later, I checked your channel in my subscriber list. Regarding your energy, sir, there is no comparison.
thank you so much it was very helpful
Is it okay and accurate to model the air as solid ?
Great ❤
Hello sir, can i know what type of software that can be used to perform the analysis of vibration mode shape for cantilever beam using image-based machine learning other than ANSYS?
Hi, when i try to create the set nodes two i don't see the "make unsorted set". Do you know why ?
can we find shear force and bending moment of bridge in ansys as in staad pro or csi bridge?
Sir, you're one of the most sincere teachers in MED. May Allah bless you.
Thanks a lot Sir.
By the way very Informative video 🙏🏻
Sir why there is no difference in temp in steady state or transient does it mean that , its not time dependent
Hi! It is time dependent, but with providing the sufficient time for the transient system to reach equilibrium (steady-state condition; here, 120s), the response of a transient system will be the same as that of a steady state system. Heat stored = Heat in - Heat out + Heat generated. This equation will get applied
Thanks a lot Sir
Sir, may I ask why the 2nd mode in ANSYS is 79.995 instead of the 73 which is marked as mode 2 in simulation. Moreover, by following your steps, the 4th mode will be the 7th in ANSYS which is 676.24 which is much larger than what you got in MATLAB which is 484.44. What are the reasons for this situation? Thank you so much for this video!