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SUBTOPIC -06
• STRAIN ENERGY AND IMPACT LOADING
1. Strain Energy:- when a body strained within elastic limit,
energy stored in it. this energy is called strain energy.
Strain energy= work done on a body
.: u =
𝝈 𝟐
𝟐𝑬
x v
Where,
U= strain energy
𝜎=stress
V=volume of a bar
The unit of strain energy is N.m.
Resilience
• Total strain energy stored in body, within
elastic limit is called resilience.
Resilience= 𝒖 =
𝝈 𝟐
𝟐𝑬
x v
Proof Resilience
• The maximum strain energy that can be stored
in a body at elastic limit is called proof
resilience.
• ∴ 𝒑𝒓𝒐𝒐𝒇 𝒓𝒆𝒔𝒊𝒍𝒊𝒆𝒏𝒄𝒆 = 𝒖 𝒑 =
𝝈 𝑬
𝟐
𝟐𝑬
𝒙 𝑽
Modulus of resilience(um)
• The maximum strain energy that can be stored
in a body per unit volume at elastic limit is
called modulus of resilience.
• 𝑴𝒐𝒅𝒖𝒍𝒖𝒔 𝒐𝒇 𝒓𝒆𝒔𝒊𝒍𝒊𝒆𝒏𝒄𝒆 =
𝝈 𝑬
𝟐
𝟐𝑬
𝒙 𝑽
𝑽
=
𝝈 𝑬
𝟐
𝟐𝑬
• The unit of modulus of resilience is N.mm/mm3
Instantaneous stress
• When a body is subjected to sudden load or
Impact load the stress produced is called
instantaneous stress.
Method of applying load
Method of
applying load
Gradual
loading
Sudden
loading
Impact
loading
Shock
loading
Gradual load
• The load is increasing gradually from zero to P.
Stress, 𝝈 =
𝑷
𝑨
Sudden load
• When a body is subjected to total load P at a
time, without small increments. It is called
sudden load.
Stress, 𝝈 =
𝟐𝑷
𝑨
Impact load
• When a load fall on a body from some height,
it is called impact load.
𝝈 =
𝑷
𝑨
𝟏 + 𝟏 +
𝟐𝑬𝑨𝒉
𝑷. 𝒍
Strain energy is,
u=work done
u=P(h + 𝛿𝑙)
∴
𝝈 𝟐
𝟐𝑬
𝐱 𝐕 = 𝐏(𝐡 + 𝜹𝒍)
• 𝝈 = stress due to impact load
• 𝑷 = Impact load
• 𝒉 = height of fall of load
• 𝜹𝒍 = deformation of a body
Derive equation of strain energy for
gradual load
• In case of gradual load system, load gradually
increases from zero to ‘ P’.
• ∴ 𝑎𝑣𝑒𝑟𝑎𝑔𝑒 𝑙𝑜𝑎𝑑 =
0+𝑃
2
=
𝑃
2
• Now,
• Work done=average load X deformation
• =
𝑃
2
X 𝛿𝑙
• =
𝑃
2
X 𝜀. 𝑙
𝜎 =
𝑃
𝐴
𝜀 =
𝛿𝑙
𝑙
•
𝜎.𝐴
2
𝑥 𝜀. 𝐿
•
1
2
𝑥 𝜎 𝑥 𝜀 𝑥 𝐴𝑙
•
1
2
𝑥 𝜎 𝑥
𝜎
𝐸
𝑥V
•
1
2
𝑥
𝜎2
𝐸
𝑥 𝑉
• 𝑼 =
𝝈 𝟐
𝟐𝑬
X V

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STRAIN ENERGY CONCEPT STRENGTH OF MATERIAL

  • 1. SUBTOPIC -06 • STRAIN ENERGY AND IMPACT LOADING 1. Strain Energy:- when a body strained within elastic limit, energy stored in it. this energy is called strain energy. Strain energy= work done on a body .: u = 𝝈 𝟐 𝟐𝑬 x v Where, U= strain energy 𝜎=stress V=volume of a bar The unit of strain energy is N.m.
  • 2. Resilience • Total strain energy stored in body, within elastic limit is called resilience. Resilience= 𝒖 = 𝝈 𝟐 𝟐𝑬 x v
  • 3. Proof Resilience • The maximum strain energy that can be stored in a body at elastic limit is called proof resilience. • ∴ 𝒑𝒓𝒐𝒐𝒇 𝒓𝒆𝒔𝒊𝒍𝒊𝒆𝒏𝒄𝒆 = 𝒖 𝒑 = 𝝈 𝑬 𝟐 𝟐𝑬 𝒙 𝑽
  • 4. Modulus of resilience(um) • The maximum strain energy that can be stored in a body per unit volume at elastic limit is called modulus of resilience. • 𝑴𝒐𝒅𝒖𝒍𝒖𝒔 𝒐𝒇 𝒓𝒆𝒔𝒊𝒍𝒊𝒆𝒏𝒄𝒆 = 𝝈 𝑬 𝟐 𝟐𝑬 𝒙 𝑽 𝑽 = 𝝈 𝑬 𝟐 𝟐𝑬 • The unit of modulus of resilience is N.mm/mm3
  • 5. Instantaneous stress • When a body is subjected to sudden load or Impact load the stress produced is called instantaneous stress.
  • 6. Method of applying load Method of applying load Gradual loading Sudden loading Impact loading Shock loading
  • 7. Gradual load • The load is increasing gradually from zero to P. Stress, 𝝈 = 𝑷 𝑨
  • 8. Sudden load • When a body is subjected to total load P at a time, without small increments. It is called sudden load. Stress, 𝝈 = 𝟐𝑷 𝑨
  • 9. Impact load • When a load fall on a body from some height, it is called impact load. 𝝈 = 𝑷 𝑨 𝟏 + 𝟏 + 𝟐𝑬𝑨𝒉 𝑷. 𝒍 Strain energy is, u=work done u=P(h + 𝛿𝑙) ∴ 𝝈 𝟐 𝟐𝑬 𝐱 𝐕 = 𝐏(𝐡 + 𝜹𝒍)
  • 10.
  • 11. • 𝝈 = stress due to impact load • 𝑷 = Impact load • 𝒉 = height of fall of load • 𝜹𝒍 = deformation of a body
  • 12. Derive equation of strain energy for gradual load • In case of gradual load system, load gradually increases from zero to ‘ P’. • ∴ 𝑎𝑣𝑒𝑟𝑎𝑔𝑒 𝑙𝑜𝑎𝑑 = 0+𝑃 2 = 𝑃 2 • Now, • Work done=average load X deformation • = 𝑃 2 X 𝛿𝑙 • = 𝑃 2 X 𝜀. 𝑙 𝜎 = 𝑃 𝐴 𝜀 = 𝛿𝑙 𝑙
  • 13. • 𝜎.𝐴 2 𝑥 𝜀. 𝐿 • 1 2 𝑥 𝜎 𝑥 𝜀 𝑥 𝐴𝑙 • 1 2 𝑥 𝜎 𝑥 𝜎 𝐸 𝑥V • 1 2 𝑥 𝜎2 𝐸 𝑥 𝑉 • 𝑼 = 𝝈 𝟐 𝟐𝑬 X V