Proving Theory: Transforming Step 1 to Step 2

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The discussion revolves around the transformation of equations in mechanics, specifically how the first step leads to the second in proving shear strain. The user is struggling to understand the derivation of the term E/1-v^2 in the equation τxy = (E/1-v^2) [((1-v)/2) (ωxy)], given the relationship ωxy = 1/G (τxy). Suggestions include manipulating the initial equation by multiplying by 1/E and finding the inverse of a matrix. There is a call for assistance with the mathematical proof, indicating a need for clarity on the defined terms and operators involved. The conversation highlights the challenges in grasping the underlying mechanics of shear strain theory.
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How does the first step transform into the second step. I have no idea :(

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Consider:

If A = B*C

then B-1A = B-1B*C

But B-1B = I

so that C = B-1A
 
I still don't understand where the E/1-v^2 comes from.
 
also its asked to prove shear strain, ill use this symbol for it. ω

it asks to prove τxy (tau xy) = (E/1-v^2) [((1-v)/2) (ωxy)]

given ωxy = 1/G (τxy)

Any help? :(
 
I still don't understand where the E/1-v^2 comes from.
Starting with the first equation, first multiply the 1/E into the 2x2 matrix. Then find the inverse of that matrix, then factor out the constant term.
 
mink_man said:
also its asked to prove shear strain, ill use this symbol for it. ω

it asks to prove τxy (tau xy) = (E/1-v^2) [((1-v)/2) (ωxy)]

given ωxy = 1/G (τxy)

Any help? :(

Sorry, I'm not familiar with the mechanics of shear strain theory. However, if it's just a mathematical proof that's required and all the terms and operators are completely defined, then I'm sure that someone here can help you with the mathematics.
 
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Hi all, I have a structural engineering book from 1979. I am trying to follow it as best as I can. I have come to a formula that calculates the rotations in radians at the rigid joint that requires an iterative procedure. This equation comes in the form of: $$ x_i = \frac {Q_ih_i + Q_{i+1}h_{i+1}}{4K} + \frac {C}{K}x_{i-1} + \frac {C}{K}x_{i+1} $$ Where: ## Q ## is the horizontal storey shear ## h ## is the storey height ## K = (6G_i + C_i + C_{i+1}) ## ## G = \frac {I_g}{h} ## ## C...

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