Stress/strain tensor for anisotropic materials

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SUMMARY

The discussion focuses on understanding the stress and strain tensors for anisotropic materials, specifically monoclinic and orthotropic types, using Einstein's summation convention. Participants clarify that the convention implies summation over repeated indices in tensor expressions, which simplifies the representation of stiffness and compliance matrices. For orthotropic materials, the compliance and stiffness matrices can be reduced to 21 constants. The conversation emphasizes the need for a clear understanding of Einstein's notation to effectively work with these tensors.

PREREQUISITES
  • Understanding of stress and strain concepts
  • Familiarity with tensor notation and operations
  • Knowledge of stiffness and compliance matrices
  • Basic principles of anisotropic material behavior
NEXT STEPS
  • Study the Einstein summation convention in detail
  • Learn about the derivation of stiffness and compliance matrices for orthotropic materials
  • Explore tensor analysis applications in material science
  • Investigate the differences between monoclinic and orthotropic material properties
USEFUL FOR

Material scientists, mechanical engineers, and students studying advanced mechanics of materials, particularly those working with anisotropic materials and tensor mathematics.

chiraganand
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Hi,

I understand stress, strain but when it moves on to 3 dimension anisotropic materials using tensors and stiffness matrices I get confused with einstein's notation. can someone please help me out in this regard to undrstand how stiffness and compliance matrices get reduced for monoclinic, orthotropic materials?
 
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chiraganand said:
Hi,

I understand stress, strain but when it moves on to 3 dimension anisotropic materials using tensors and stiffness matrices I get confused with einstein's notation. can someone please help me out in this regard to undrstand how stiffness and compliance matrices get reduced for monoclinic, orthotropic materials?
Are you trying to do it for a stack of uni's?
 
i wan to start off with a stack of uni's and then move on to bi-directionals. The main problem is i am unable to visualise einstein's notation and to differentiate when it is that and when it is not.
 
chiraganand said:
i wan to start off with a stack of uni's and then move on to bi-directionals. The main problem is i am unable to visualise einstein's notation and to differentiate when it is that and when it is not.
This is einstein's summation convention?
 
Chestermiller said:
This is einstein's summation convention?
yep..
 
Please tell us what your understanding of the einstein summation convention is so that we can better pinpoint what your difficulty is.
 
Chestermiller said:
Please tell us what your understanding of the einstein summation convention is so that we can better pinpoint what your difficulty is.
Ok einstein summation is that for when an index is being repeated in the forumlation for example a11+a12/SUB]+a13+a14 then it can be written as aij j=1,2,3 and also for orthotropic materials the compliance/stiffness matrix reduces to 21 constants. Can someone please explain how??
 
Last edited:
chiraganand said:
Ok einstein summation is that for when an index is being repeated in the forumlation for example a11+a12/SUB]+a13+a14 then it can be written as aij j=1,2,3 and also for orthotropic materials the compliance/stiffness matrix reduces to 21 constants. Can someone please explain how??
That's not the Einstein summation convention. The Einstein convention says that, if an index is repeated in an expression, summation over that index is implied. It's the same as if you had a summation sign in front of the expression. The Einstein summation convention is typically used in stress-strain contexts to concisely represent matrix multiplication (without having to include the summation sign). An example is aijbjk.
 

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