Elastic energy

<h2 id="elastic-potential-energy-in-mechanical-systems">Elastic potential energy in mechanical systems</h2>
Components of mechanical systems store elastic potential energy if they are deformed when forces are applied to the system. Energy is transferred to an object by <a href="/facts/Work_(physics)/mbclFPBs">work</a> when an external force displaces or deforms the object. The quantity of energy transferred is the vector <a href="/facts/Dot_product/tNz8MLjT">dot product</a> of the force and the displacement of the object. As forces are applied to the system they are distributed internally to its component parts. While some of the energy transferred can end up stored as the kinetic energy of acquired velocity, the deformation of component objects results in stored elastic energy.
A prototypical elastic component is a coiled spring. The linear elastic performance of a spring is parametrized by a constant of proportionality, called the spring constant. This constant is usually denoted as k (see also <a href="/facts/Hooke%27s_Law/7hTUcKUm">Hooke's Law</a>) and depends on the geometry, cross-sectional area, undeformed length and nature of the material from which the coil is fashioned. Within a certain range of deformation, k remains constant and is defined as the negative ratio of displacement to the magnitude of the restoring force produced by the spring at that displacement.

 
 
 
 k
 =
 −
 
 
 
 F
 
 r
 
 
 
 L
 −
 
 L
 
 o
 
 
 
 
 
 
 
 {\displaystyle k=-{\frac {F_{r}}{L-L_{o}}}}

The deformed length, L, can be larger or smaller than Lo, the undeformed length, so to keep k positive, Fr must be given as a vector component of the restoring force whose sign is negative for L>Lo and positive for L< Lo. If the displacement is abbreviated as 
 
 
 
 L
 −
 
 L
 
 o
 
 
 =
 x
 ,
 
 
 {\displaystyle L-L_{o}=x,}
 
 then Hooke's Law can be written in the usual form 
 
 
 
 
 F
 
 r
 
 
 =
 −
 k
 
 x
 .
 
 
 {\displaystyle F_{r}=-k\,x.}

Energy absorbed and held in the spring can be derived using Hooke's Law to compute the restoring force as a measure of the applied force. This requires the assumption, sufficiently correct in most circumstances, that at a given moment, the magnitude of applied force.
For each infinitesimal displacement dx, the applied force is simply k x and the product of these is the infinitesimal transfer of energy into the spring dU. The total elastic energy placed into the spring from zero displacement to final length L is thus the integral 
 
 
 
 U
 =
 
 ∫
 
 0
 
 
 L
 −
 
 L
 
 o
 
 
 
 
 k
 
 x
 
 d
 x
 =
 
 
 
 1
 2
 
 
 
 k
 (
 L
 −
 
 L
 
 o
 
 
 
 )
 
 2
 
 
 
 
 {\displaystyle U=\int _{0}^{L-L_{o}}k\,x\,dx={\tfrac {1}{2}}k(L-L_{o})^{2}}

For a material of Young's modulus, Y (same as modulus of elasticity λ), cross sectional area, A0, initial length, l0, which is stretched by a length, 
 
 
 
 Δ
 l
 
 
 {\displaystyle \Delta l}
 
:

U
 
 e
 
 
 =
 ∫
 
 
 
 Y
 
 A
 
 0
 
 
 Δ
 l
 
 
 l
 
 0
 
 
 
 
 
 d
 
 (
 
 Δ
 l
 
 )
 
 =
 
 
 
 Y
 
 A
 
 0
 
 
 
 
 Δ
 l
 
 
 2
 
 
 
 
 2
 
 l
 
 0
 
 
 
 
 
 
 
 {\displaystyle U_{e}=\int {\frac {YA_{0}\Delta l}{l_{0}}}\,d\left(\Delta l\right)={\frac {YA_{0}{\Delta l}^{2}}{2l_{0}}}}
 
 where Ue is the elastic potential energy.
The elastic potential energy per unit volume is given by:

U
              
                e
              
            
            
              
                A
                
                  0
                
              
              
                l
                
                  0
                
              
            
          
        
        =
        
          
            
              Y
              
                
                  Δ
                  l
                
                
                  2
                
              
            
            
              2
              
                l
                
                  0
                
                
                  2
                
              
            
          
        
        =
        
          
            1
            2
          
        
        Y
        
          
            ε
          
          
            2
          
        
      
    
    {\displaystyle {\frac {U_{e}}{A_{0}l_{0}}}={\frac {Y{\Delta l}^{2}}{2l_{0}^{2}}}={\frac {1}{2}}Y{\varepsilon }^{2}}

where 
 
 
 
 ε
 =
 
 
 
 Δ
 l
 
 
 l
 
 0
 
 
 
 
 
 
 {\displaystyle \varepsilon ={\frac {\Delta l}{l_{0}}}}
 
 is the strain in the material.
In the general case, elastic energy is given by the free energy per unit of volume f as a function of the <a href="/facts/Strain_tensor/j4CJFdsU">strain tensor</a> components εij

f
        (
        
          ε
          
            i
            j
          
        
        )
        =
        
          
            1
            2
          
        
        λ
        
          ε
          
            i
            i
          
          
            2
          
        
        +
        μ
        
          ε
          
            i
            j
          
          
            2
          
        
      
    
    {\displaystyle f(\varepsilon _{ij})={\frac {1}{2}}\lambda \varepsilon _{ii}^{2}+\mu \varepsilon _{ij}^{2}}

where λ and μ are the Lamé elastic coefficients and we use <a href="/facts/Einstein_notation/UXwS43wU">Einstein summation convention</a>. Noting the thermodynamic connection between stress tensor components and strain tensor components,<a class="footnote-ref" id="fnref:3" href="#fn:3">3</a>

σ
          
            i
            j
          
        
        =
        
          
            (
            
              
                
                  ∂
                  f
                
                
                  ∂
                  
                    ε
                    
                      i
                      j
                    
                  
                
              
            
            )
          
          
            T
          
        
        ,
      
    
    {\displaystyle \sigma _{ij}=\left({\frac {\partial f}{\partial \varepsilon _{ij}}}\right)_{T},}

where the subscript T denotes that temperature is held constant, then we find that if Hooke's law is valid, we can write the elastic energy density as

f
        =
        
          
            1
            2
          
        
        
          ε
          
            i
            j
          
        
        
          σ
          
            i
            j
          
        
        .
      
    
    {\displaystyle f={\frac {1}{2}}\varepsilon _{ij}\sigma _{ij}.}

<h2 id="continuum-systems">Continuum systems</h2>
Matter in bulk can be distorted in many different ways: stretching, shearing, bending, twisting, etc. Each kind of distortion contributes to the elastic energy of a deformed material. In <a href="/facts/Orthogonal_coordinates/LLoa2lAJ">orthogonal coordinates</a>, the elastic energy per unit volume due to strain is thus a sum of contributions:

U
        =
        
          
            1
            2
          
        
        
          C
          
            i
            j
            k
            l
          
        
        
          ε
          
            i
            j
          
        
        
          ε
          
            k
            l
          
        
        ,
      
    
    {\displaystyle U={\frac {1}{2}}C_{ijkl}\varepsilon _{ij}\varepsilon _{kl},}

where 
 
 
 
 
 C
 
 i
 j
 k
 l
 
 
 
 
 {\displaystyle C_{ijkl}}
 
 is a 4th <a href="/facts/Tensor/pNjFo5tV">rank tensor</a>, called the elastic tensor or stiffness tensor<a class="footnote-ref" id="fnref:4" href="#fn:4">4</a> which is a generalization of the elastic moduli of mechanical systems, and 
 
 
 
 
 ε
 
 i
 j
 
 
 
 
 {\displaystyle \varepsilon _{ij}}
 
 is the <a href="/facts/Strain_tensor/j4CJFdsU">strain tensor</a> (<a href="/facts/Einstein_summation_notation/UXwS43wU">Einstein summation notation</a> has been used to imply summation over repeated indices). The values of 
 
 
 
 
 C
 
 i
 j
 k
 l
 
 
 
 
 {\displaystyle C_{ijkl}}
 
 depend upon the <a href="/facts/Crystal/e2R2mk3E">crystal</a> structure of the material: in the general case, due to symmetric nature of 
 
 
 
 σ
 
 
 {\displaystyle \sigma }
 
 and 
 
 
 
 ε
 
 
 {\displaystyle \varepsilon }
 
, the elastic tensor consists of 21 independent elastic coefficients.<a class="footnote-ref" id="fnref:5" href="#fn:5">5</a> This number can be further reduced by the symmetry of the material: 9 for an <a href="/facts/Orthorhombic_crystal_system/3zo4F8P0">orthorhombic</a> crystal, 5 for an <a href="/facts/Hexagonal_crystal_family/sSSok8wo">hexagonal</a> structure, and 3 for a <a href="/facts/Cubic_crystal_system/92Co7BKM">cubic</a> symmetry.<a class="footnote-ref" id="fnref:6" href="#fn:6">6</a> Finally, for an <a href="/facts/Isotropic/mc3QEY2x">isotropic</a> material, there are only two independent parameters, with 
 
 
 
 
 C
 
 i
 j
 k
 l
 
 
 =
 λ
 
 δ
 
 i
 j
 
 
 
 δ
 
 k
 l
 
 
 +
 μ
 
 (
 
 
 δ
 
 i
 k
 
 
 
 δ
 
 j
 l
 
 
 +
 
 δ
 
 i
 l
 
 
 
 δ
 
 j
 k
 
 
 
 )
 
 
 
 {\displaystyle C_{ijkl}=\lambda \delta _{ij}\delta _{kl}+\mu \left(\delta _{ik}\delta _{jl}+\delta _{il}\delta _{jk}\right)}
 
, where 
 
 
 
 λ
 
 
 {\displaystyle \lambda }
 
 and 
 
 
 
 μ
 
 
 {\displaystyle \mu }
 
 are the <a href="/facts/Lam%C3%A9_constants/uF8Fo3dE">Lamé constants</a>, and 
 
 
 
 
 δ
 
 i
 j
 
 
 
 
 {\displaystyle \delta _{ij}}
 
 is the <a href="/facts/Kronecker_delta/gcGAy0bm">Kronecker delta</a>.
The strain tensor itself can be defined to reflect distortion in any way that results in invariance under total rotation, but the most common definition with regard to which elastic tensors are usually expressed defines strain as the symmetric part of the gradient of displacement with all nonlinear terms suppressed:

ε
          
            i
            j
          
        
        =
        
          
            1
            2
          
        
        
          (
          
            
              ∂
              
                i
              
            
            
              u
              
                j
              
            
            +
            
              ∂
              
                j
              
            
            
              u
              
                i
              
            
          
          )
        
      
    
    {\displaystyle \varepsilon _{ij}={\frac {1}{2}}\left(\partial _{i}u_{j}+\partial _{j}u_{i}\right)}

where 
  
    
      
        
          u
          
            i
          
        
      
    
    {\displaystyle u_{i}}
  
 is the displacement at a point in the 
  
    
      
        i
      
    
    {\displaystyle i}
  
-th direction and 
  
    
      
        
          ∂
          
            j
          
        
      
    
    {\displaystyle \partial _{j}}
  
 is the partial derivative in the 
  
    
      
        j
      
    
    {\displaystyle j}
  
-th direction. Note that:

ε
          
            j
            j
          
        
        =
        
          ∂
          
            j
          
        
        
          u
          
            j
          
        
      
    
    {\displaystyle \varepsilon _{jj}=\partial _{j}u_{j}}

where no summation is intended. Although full Einstein notation sums over raised and lowered pairs of indices, the values of elastic and strain tensor components are usually expressed with all indices lowered. Thus beware (as here) that in some contexts a repeated index does not imply a sum overvalues of that index (
 
 
 
 j
 
 
 {\displaystyle j}
 
 in this case), but merely a single component of a tensor.

<h2 id="see-also">See also</h2>
<ul><li><a href="/facts/Clockwork/ofYRa6kD">Clockwork</a></li>
<li><a href="/facts/Elasto-capillarity/oVDSWkAI">Elasto-capillarity</a></li>
<li><a href="/facts/Rubber_elasticity/npcccNzf">Rubber elasticity</a></li></ul>

<h2 id="sources">Sources</h2>
<ul><li>Eshelby, J.D (November 1975). "The elastic energy-momentum tensor". Journal of Elasticity. 5 (3–4): 321–335. <a href="/facts/Doi_(identifier)/muM9Etpq">doi</a>:<a href="https://doi.org/10.1007%2FBF00126994">10.1007/BF00126994</a>. <a href="/facts/S2CID_(identifier)/ldJsHa2Y">S2CID</a> <a href="https://api.semanticscholar.org/CorpusID:121320629">121320629</a>.</li></ul>

<h2 id="references">References</h2>

<ol>
<li id="fn:1">Landau, L.D.; Lifshitz, E. M. (1986). Theory of Elasticity (3rd ed.). Oxford, England: Butterworth Heinemann. ISBN 0-7506-2633-X. <a href="0-7506-2633-X" target="_blank">0-7506-2633-X</a> <a href="#fnref:1" class="footnote-back-ref">↩</a></li>
<li id="fn:2">Maxwell, J.C. (1888). Peter Pesic (ed.). Theory of Heat (9th ed.). Mineola, N.Y.: Dover Publications Inc. ISBN 0-486-41735-2. <a href="0-486-41735-2" target="_blank">0-486-41735-2</a> <a href="#fnref:2" class="footnote-back-ref">↩</a></li>
<li id="fn:3">Landau, L.D.; Lifshitz, E. M. (1986). Theory of Elasticity (3rd ed.). Oxford, England: Butterworth Heinemann. ISBN 0-7506-2633-X. <a href="0-7506-2633-X" target="_blank">0-7506-2633-X</a> <a href="#fnref:3" class="footnote-back-ref">↩</a></li>
<li id="fn:4">Dove, Martin T. (2003). Structure and dynamics : an atomic view of materials. Oxford: Oxford University Press. ISBN 0-19-850677-5. OCLC 50022684. <a href="0-19-850677-5" target="_blank">0-19-850677-5</a> <a href="#fnref:4" class="footnote-back-ref">↩</a></li>
<li id="fn:5">Nye, J. F. (1985). Physical properties of crystals : their representation by tensors and matrices (1st published in pbk. with corrections, 1985 ed.). Oxford [Oxfordshire]: Clarendon Press. ISBN 0-19-851165-5. OCLC 11114089. <a href="0-19-851165-5" target="_blank">0-19-851165-5</a> <a href="#fnref:5" class="footnote-back-ref">↩</a></li>
<li id="fn:6">Mouhat, Félix; Coudert, François-Xavier (2014-12-05). "Necessary and sufficient elastic stability conditions in various crystal systems". Physical Review B. 90 (22): 224104. arXiv:1410.0065. Bibcode:2014PhRvB..90v4104M. doi:10.1103/PhysRevB.90.224104. ISSN 1098-0121. S2CID 54058316. <a href="/wiki/ArXiv_(identifier)" target="_blank">/wiki/ArXiv_(identifier)</a> <a href="#fnref:6" class="footnote-back-ref">↩</a></li>
</ol>

Elastic energy open-in-new

Elastic energy