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Chapter 2 Strain and Material Properties

Chapter 2 Strain and Material Properties

2.4.c0 = 2a0, c1 = 2(a1 + b0)
2.9.
  1. εx = 667 μ, εy = 750 μ, γxy = –1250 μ

  2. ε1 = 1335 μ, ε2 = 82 μ,

2.11.ε1 = 758 μ, ε2 = –808 μ,
2.13.ΔQB = 0.008 mm, ΔAC = 0.016 mm
2.15.
  1. γmax = 200 μ, θs = 45°

  2. εx = 350 μ, εy = 250 μ, γxy = –173 μ

2.17.ε1 = –59 μ, ε2 = –1141 μ,
2.21.
  1. J1 = –3 × 10–4, J2 = –44 × 10–8, J3 = 58 × 10–12

  2. εx′ = 385 μ

  3. ε1 = 598 μ, ε2 = –126 μ, ε3 = –772 μ

  4. γmax = 1370 μ

2.28.
  1. ΔL = 5.98 mm,

  2. Δd = –0.014 mm

2.33.
  1. ε1 = 1222 μ, ε2 = 58 μ

  2. γmax = 1164 μ,

  3. (γmax)t = 1222 μ

2.36.ΔBD = 0.283/E m
2.39.εx = 522 μ, εy = 678 μ, γxy = –1873 μ
2.41.σx = 72 MPa, σy = 88 MPa, σz = 40 MPa, τxy = 16 MPa, τyz = 64 MPa, τxz = 0
2.46.(b) ΔV = –2250 mm3
2.48.σ3: σ2: σ1 = 1 : 1.086:1.171, σ1 = 139.947 MPa, σ2 = 129.757 MPa, σ3 = 119.513 MPa
2.52.εx = γ(ax)/E, εy = –x, σx = γ(ax), γxy = τxy = σy = 0. Yes.


  

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