Torsional strength of shaft 35 mm dia grade 1020 and 4140

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Discussion Overview

The discussion centers on comparing the torsional strength of a 35 mm diameter shaft made from 1020 grade steel to one made from 4140 grade steel. Participants explore the calculation of torsional strength and the relevance of material properties, specifically focusing on ultimate tensile strength (UTS) and shear strength.

Discussion Character

  • Technical explanation
  • Debate/contested

Main Points Raised

  • One participant notes the UTS of 1020 grade steel is 710 MPa and for 4140 grade steel is 1080 MPa, but seeks to calculate torsional strength specifically for a 35 mm diameter and 680 mm length shaft.
  • Another participant suggests comparing calculated stress numbers to the shear strength of the material, referencing general tables that relate shear strength to tensile strength.
  • A different participant recommends checking values on a materials database and provides a formula for calculating shear modulus based on elastic modulus and Poisson's ratio.
  • One participant questions the accuracy of the stated UTS for 1020 grade steel, suggesting it may be too high and proposes considering heat treatment as an alternative to changing materials.

Areas of Agreement / Disagreement

There is no consensus on the appropriate material properties or the best approach to calculating torsional strength, with multiple viewpoints and suggestions presented without resolution.

Contextual Notes

Participants express uncertainty regarding the applicability of general strength ratios across different grades of steel and the accuracy of specific material property values.

yhshah
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I have a grade specific query. We are currently using 35 mm dia shaft of 1020 grade steel. We want to upgrade to 4140 steel of same diameter. Researching on google and this forum i found out the ultimate tensile strength of 1020 grade is 710 MPa and UTS of 4140 grade is 1080 MPa. But that's general Strength i want to calculate Torsional strength for 35 mm dia and length of 680 mm for both the grade. how do i make comparison ? Urgently required the solution so thanking all of you in advance...I also read Torsional strength is .6 of UTS but does it apply to all grade of steel ?
 
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For torsion you're going to want to compare your calculated stress numbers to the shear strength of the material. There are general tables which relate shear strength to tensile strength if you're material properties don't explicitly state the number. This table may be useful to get your shear strength:
http://www.roymech.co.uk/Useful_Tables/Matter/shear_tensile.htm
 
You might also want to check the values listed here.

http://www.matweb.com/

You can calculate the shear modulus with knowledge of the elastic modulus and Poisson's ratio.

Here is the equation for that.

G = E / (2*(1 + v))

where

E is the elastic modulus
v is Poissons ratio


Thanks
Matt
 
You may want to double check what material properties you currently have. 700 MPa for Sut sounds a bit too high for plain old 1018 or 1020.

Have you considered just a heat treatment instead of a material change?
 
Off topic:

Fred, I have to ask you here because you can't accept messages. What is your avatar picture of? (Not the one Kurt Russel from Big Trouble in Little China.)

lol

Thanks
Matt
 
It's a picture of myself with two fellow hookers in Suadia Arabia for Desert Shield on the ramp of our aircraft.
 
Ohh you mean those kind of hookers ... yeah there cool too. LOL

Matt
 

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