strain energy Flashcards

1
Q

modulus of toughness and resilience

A

toughness:
- the amount of energy a material can withstand before breaking

u = ∫ σ dϵ (integrate from 0 to point of failure)

resilience:
- the amount of energy a material can withstand before permanent deformation

u = σ^2 / 2E

*stress (σ)
*strain (ϵ)
*youngs modulus (E)

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2
Q

strain energy (U) when elastic deformation is linear (gradually applied within elastic limit)

A

U = 1/2 Px (area under P x graph)

*load (P)
*deformation (x)

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3
Q

strain energy density (u)

A

= U / V
= ∫ σ dϵ

Measures the energy stored per unit volume of material up to a specific point of strain

*strain energy (U)
*volume (V)
*stress (σ)
*strain (ϵ)

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4
Q

strain energy for a uniform rod

A

U = P^2L / 2AE

*length (L)
*load (P)
*cross-sectional area (A)
*youngs modulus (E)

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5
Q

strain energy (U) for a nonuniform rod

A

U = ∫ u dV

*strain energy density (u)
*volume (V)

if strain energy u is within proportional limit u calculated with modulus of resilience

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6
Q

strain energy for a beam subjecting to a bending load

A

U = ∫ M^2 / 2EI dx (from L to 0)

*bending moment (M)
*youngs modulus (E)
*second moment of area (I)
*length (L)

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7
Q

strain energy for an end-loaded cantilever beam

A

U = P^2 L^3 / 6EI

*load (P)
*youngs modulus (E)
*second moment of area (I)
*length (L)

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8
Q

strain energy for a material subjected to plane shearing stresses

A

U = ∫ T^2 / 2GJ dx

*torque (T)
*modulus of rigidity (G)
*polar second moment of area (J)

(within proportional limit)

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9
Q

shear stress in a shaft subjected to a torsional load

A

τ = Tρ / J

*torque (T)
*density (ρ)
*polar second moment of area (J)

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10
Q

polar second moment of area (J)

A

J = ∫ r^2 dA

*radius (r)
*area (A)

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11
Q

strain energy for a uniform shaft subjected to a torsional load

A

U = T^2 L / 2 G J

*torque (T)
*modulus of rigidity (G)
*polar second moment of area (J)
*length (L)

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12
Q

strain energy for a beam subjecting to a bending load

A

U = M^2 L / 2EI

*bending moment (M)
*youngs modulus (E)
*second moment of area (I)
*length (L)

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