How Do J.B. Johnson and Tetmajer's Buckling Formulas Differ?

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Discussion Overview

The discussion revolves around the differences between the buckling formulas proposed by J.B. Johnson and Ludwig von Tetmajer. Participants are exploring the theoretical and practical implications of these formulas in the context of mechanical and building engineering.

Discussion Character

  • Exploratory, Technical explanation, Debate/contested

Main Points Raised

  • One participant inquires about the differences in the formulas used by J.B. Johnson and Tetmajer.
  • Another participant suggests a comprehensive online resource for buckling information, indicating a desire for more accessible discussion on the topic.
  • A participant expresses a preference for non-technical discussions about buckling, noting a lack of available information online.
  • One participant mentions their familiarity with J.B. Johnson but not with Tetmajer.
  • Another participant states that Tetmajer improved upon Euler's work on buckling, providing links for further exploration.
  • A participant describes J.B. Johnson's approach as empirical, particularly for small slenderness ratios.

Areas of Agreement / Disagreement

Participants do not appear to reach a consensus on the specifics of the differences between the formulas, and multiple viewpoints regarding the relevance and application of each formula remain present.

Contextual Notes

Some participants express uncertainty about the details of the formulas and their applications, indicating a need for further clarification and exploration of the topic.

MatsNorway
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Hi Guys.

I was wondering if anyone had any info about buckling and the different formulas used. My school book had Tetmajer referenced but it seems a J.B. Johnson is also used a lot. So..

1. What are the difference in the formulas they use?
 
Engineering news on Phys.org
The most comprehensive ever resource on buckling in the whole internet is there: shellbuckling.com
 
That is a messy page! But the /links page got more than i can look over in a day.. so thanks.

But i would prefer ofcs some non math talk about the topic. I see very little discussion around it with google.
 
I am still curious about this if there is any mechanical engineers/building engineers out there that has experience in the field
 
J.B. Johnson I know; Tetmajer I've never heard about.
 
J. B. Johnson is an empirical approach to dealing with buckling for small values of the slenderness ratio.
 

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