a f b g
play

a f b g 1 = + = = 1 0 5 . (3) r - PDF document

Prob. 6.8 Assuming the material in a spherical rubber balloon can be modeled as linearly elastic with modulus E and Poisson's ratio = 0.5, show that the internal pressure p needed to expand the balloon varies with the radial expansion ratio =


  1. Prob. 6.8 Assuming the material in a spherical rubber balloon can be modeled as linearly elastic with modulus E and Poisson's ratio ν = 0.5, show that the internal pressure p needed to expand the balloon varies with the radial expansion ratio λ = r/r 0 as pr 1 1 = − 0 λ λ 2 3 4 Eb 0 r r where b 0 is the initial wall thickness. Plot this function and determine its critical values. The true stress as given by Eq. 6.1 is = pr σ = σ ≡ σ 2 θ φ b Since the material is incompressible, the current wall thickness b is related to the original thickness b o as = F H I 2 r b K = π ⋅ = π ⋅ ⇒ 2 2 0 0 4 r b 4 r b b b λ 0 0 0 2 r r The stress is then p r p r 3 σ = λ = λ 2 o (1) r r 2 b 2 b 0 0 The strain is π − π 2 r 2 r r ε = ε ≡ ε = = − ≡ λ − 0 1 1 (2) φ θ π r 2 r r 0 0 If the material is linearly elastic, the strain and stress are related as a f b g σ σ 1 ε = σ − ν σ + σ = − = 1 0 5 . (3) φ φ θ r E E 2 E Using (1) and (2) in (3): λ − 1 p r pr 1 λ − = λ ⇒ = 3 o o r 1 λ r r 3 2 E 2 b 4 Eb 0 0 r pr 1 1 = − o λ λ 2 3 4 Eb 0 r r Plot: pstar:=1/lambda[r]^2 - 1/lambda[r]^3; 1 1 − pstar := 2 3 λ r λ r plot(pstar,lambda[r]=1..5);

  2. * p 0.14 0.12 0.1 0.08 0.06 0.04 0.02 0 1 1 2 3 4 5 λ r Determine λ r at maximum pressure: 'lambda[r,max]'=solve(diff(pstar,lambda[r])=0,lambda[r]); 3 λ , = 2 r max The maximum normalized pressure is Digits:=4;'pstar[max]'=evalf(subs(lambda[r]=3/2,pstar)); = pstar max .1481 This maximum is commonly experienced as a yield-like phenomenon in blowing up a balloon. However, its origin is geometrical and not a function of the material. Prob. 6.9 Repeat the previous problem, but using the given constitutive relation for rubber: F I E G 1 J σ = λ − 2 H K λ λ t x x 2 2 3 x y The circumfrential extension ratio is: π 2 r λ = λ = = λ r φ θ π 2 r 0 This is also both λ x and λ y in the given relation. From Eq. (1) of the previous solution we can write F I G J p r E 1 σ = λ = λ − 3 H 2 K o λ r r 4 2 b 3 0 F I r G J pr 1 1 1 = − H K o λ λ 7 4 b E 6 0 r r

  3. Plotting this along with the prevous result: pstar1:= 1/lambda[r]^2 - 1/lambda[r]^3; pstar2:= (1/6)*(1/lambda[r] - 1/lambda[r]^7); plot({pstar1,pstar2},lambda[r]=1..5); 0.14 linear elastic 0.12 0.1 0.08 0.06 rubber elastic 0.04 0.02 1 1 2 3 4 5 λ r Extension at maximum pressure: Digits:=4;'lambda[r,max]'=fsolve(diff(pstar2,lambda[r])=0,lambda[r]); λ , = -1.383 r max The maximum normalized pressure: 'pstar[max]'=evalf(subs(lambda[r]=1.383,pstar2)); = pstar max .1033

Download Presentation
Download Policy: The content available on the website is offered to you 'AS IS' for your personal information and use only. It cannot be commercialized, licensed, or distributed on other websites without prior consent from the author. To download a presentation, simply click this link. If you encounter any difficulties during the download process, it's possible that the publisher has removed the file from their server.

Recommend


More recommend