Intro to the Finite Element Method Lecture 10 | Arc-Length Method and Linear Buckling Analysis

แชร์
ฝัง
  • เผยแพร่เมื่อ 5 ก.พ. 2025

ความคิดเห็น • 9

  • @souvik.fingtore
    @souvik.fingtore ปีที่แล้ว +2

    Brilliant tutorial......very much appreciated you for easy to understand.This tutorial is better explain than a college classroom lecture......!
    lots of love from JADAVPUR UNIVERSITY

  • @aaronlopes5256
    @aaronlopes5256 2 ปีที่แล้ว +1

    Awesome! It's fun to listen to your lectures. Every minute has new information packed about the topic.

  • @ibrahimyakupaydn
    @ibrahimyakupaydn 2 ปีที่แล้ว +1

    Your videos saving life... Thank you so much !

  • @roshansaji4640
    @roshansaji4640 2 ปีที่แล้ว

    Excellent and useful video! Thanks for sharing

  • @ibnutaufan5184
    @ibnutaufan5184 4 หลายเดือนก่อน

    Hi, I am wondering what step did you miss to not successfully buckled in your tutorial (minute 1:42:27)? Thank you so much

  • @edgararturogomezmeisel2217
    @edgararturogomezmeisel2217 2 ปีที่แล้ว

    Super good lecture.
    1:36:39 was the best part of the lecture Lol!!!

  • @mouadmad55
    @mouadmad55 3 ปีที่แล้ว +2

    Thanks for sharing the content. Very useful. Still, I have a little question.
    I don't understand how can we solve the problem using these methods if the exact solution is not provided.
    How is this inconvenience tackled when it is the case?

    • @DeepVale
      @DeepVale 3 ปีที่แล้ว +2

      After my understanding, the numerical methods are checked against a known value. For instance with Newton Raphson method you want to converge the force depending on the displacement, and the force is compared to applied load. So the entire structure needs to be able to distribute the entire load within the structure and this should sum up to the applied load.

  • @venubarathan8391
    @venubarathan8391 2 ปีที่แล้ว +1

    It is better if you share any document which compares newton Raphson and arc length