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Poisson's ratio, denoted by the Greek letter (nu), and named after the French mathematician and physicist Siméon Poisson, is the negative of the ratio of (signed) transverse strain to (signed) axial strain. For small values of these changes, is the amount of transversal expansion divided by the amount of axial compression.


Poisson's ratio is a measure of the Poisson effect, the phenomenon in which a material tends to expand in directions perpendicular to the direction of compression. Conversely, if the material is stretched rather than compressed, it usually tends to contract in the directions transverse to the direction of stretching. It is a common observation when a rubber band is stretched, it becomes noticeably thinner. Again, the Poisson ratio will be the ratio of relative contraction to relative expansion and will have the same value as above. In certain rare cases, a material will actually shrink in the transverse direction when compressed (or expand when stretched) which will yield a negative value of the Poisson ratio.

The Poisson's ratio of a stable, isotropic, linear elastic material must be between −1.0 and +0.5 because of the requirement for Young's modulus, the shear modulus and bulk modulus to have positive values.[1] Most materials have Poisson's ratio values ranging between 0.0 and 0.5. A perfectly incompressible isotropic material deformed elastically at small strains would have a Poisson's ratio of exactly 0.5. Most steels and rigid polymers when used within their design limits (before yield) exhibit values of about 0.3, increasing to 0.5 for post-yield deformation which occurs largely at constant volume.[2] Rubber has a Poisson ratio of nearly 0.5. Cork's Poisson ratio is close to 0, showing very little lateral expansion when compressed. Some materials, e.g. some polymer foams, origami folds,[3][4] and certain cells can exhibit negative Poisson's ratio, and are referred to as auxetic materials. If these auxetic materials are stretched in one direction, they become thicker in the perpendicular direction. In contrast, some anisotropic materials, such as carbon nanotubes, zigzag-based folded sheet materials,[5][6] and honeycomb auxetic metamaterials[7] to name a few, can exhibit one or more Poisson's ratios above 0.5 in certain directions.

Assuming that the material is stretched or compressed along the axial direction (the x axis in the diagram below):



  is the resulting Poisson's ratio,
  is transverse strain (negative for axial tension (stretching), positive for axial compression)
  is axial strain (positive for axial tension, negative for axial compression).

Length changeEdit

Figure 1: A cube with sides of length L of an isotropic linearly elastic material subject to tension along the x axis, with a Poisson's ratio of 0.5. The green cube is unstrained, the red is expanded in the x direction by   due to tension, and contracted in the y and z directions by  .

For a cube stretched in the x-direction (see Figure 1) with a length increase of   in the x direction, and a length decrease of   in the y and z directions, the infinitesimal diagonal strains are given by


If Poisson's ratio is constant through deformation, integrating these expressions and using the definition of Poisson's ratio gives


Solving and exponentiating, the relationship between   and   is then


For very small values of   and  , the first-order approximation yields:


Volumetric changeEdit

The relative change of volume ΔV/V of a cube due to the stretch of the material can now be calculated. Using   and  :


Using the above derived relationship between   and  :


and for very small values of   and  , the first-order approximation yields:


For isotropic materials we can use Lamé’s relation[8]


where   is bulk modulus and   is elastic modulus (or Young's modulus).

Note that isotropic materials must have a Poisson's ratio of  . Typical isotropic engineering materials have a Poisson's ratio of  .[9]

Width changeEdit

Figure 2: Comparison between the two formulas, one for small deformations, another for large deformations

If a rod with diameter (or width, or thickness) d and length L is subject to tension so that its length will change by ΔL then its diameter d will change by:


The above formula is true only in the case of small deformations; if deformations are large then the following (more precise) formula can be used:



  is original diameter
  is rod diameter change
  is Poisson's ratio
  is original length, before stretch
  is the change of length.

The value is negative because it decreases with increase of length

Isotropic materialsEdit

For a linear isotropic material subjected only to compressive (i.e. normal) forces, the deformation of a material in the direction of one axis will produce a deformation of the material along the other axis in three dimensions. Thus it is possible to generalize Hooke's Law (for compressive forces) into three dimensions:



 ,   and   are strain in the direction of  ,   and   axis
  ,   and   are stress in the direction of  ,   and   axis
  is Young's modulus (the same in all directions:  ,   and   for isotropic materials)
  is Poisson's ratio (the same in all directions:  ,   and   for isotropic materials)

these equations can be all synthesized in the following:


In the most general case, also shear stresses will hold as well as normal stresses, and the full generalization of Hooke's law is given by:


where   is the Kronecker delta. The Einstein sum convention is usually adopted:


In this case the equation is simply written:


Orthotropic materialsEdit

For orthotropic materials such as wood, Hooke's law can be expressed in matrix form as[10][11]



  is the Young's modulus along axis  
  is the shear modulus in direction   on the plane whose normal is in direction  
  is the Poisson's ratio that corresponds to a contraction in direction   when an extension is applied in direction  .

The Poisson's ratio of an orthotropic material is different in each direction (x, y and z). However, the symmetry of the stress and strain tensors implies that not all the six Poisson's ratios in the equation are independent. There are only nine independent material properties: three elastic moduli, three shear moduli, and three Poisson's ratios. The remaining three Poisson's ratios can be obtained from the relations


From the above relations we can see that if   then  . The larger Poisson's ratio (in this case  ) is called the major Poisson's ratio while the smaller one (in this case  ) is called the minor Poisson's ratio. We can find similar relations between the other Poisson's ratios.

Transversely isotropic materialsEdit

Transversely isotropic materials have a plane of isotropy in which the elastic properties are isotropic. If we assume that this plane of isotropy is  , then Hooke's law takes the form[12]


where we have used the plane of isotropy   to reduce the number of constants, i.e.,  .

The symmetry of the stress and strain tensors implies that


This leaves us with seven independent constants  . However, transverse isotropy gives rise to a further constraint between   and   which is


Therefore, there are six independent elastic material properties three of which are Poisson's ratios. For the assumed plane of symmetry, the larger of   and   is the major Poisson's ratio. The other major and minor Poisson's ratios are equal.

Poisson's ratio values for different materialsEdit

Influences of selected glass component additions on Poisson's ratio of a specific base glass.[13]
Material Poisson's ratio
rubber 0.4999[9]
gold 0.42–0.44
saturated clay 0.40–0.49
magnesium 0.252–0.289
titanium 0.265-0.34
copper 0.33
aluminium-alloy 0.32
clay 0.30–0.45
stainless steel 0.30–0.31
steel 0.27–0.30
cast iron 0.21–0.26
sand 0.20–0.455
concrete 0.1–0.2
glass 0.18–0.3
metallic glasses 0.276–0.409[14]
foam 0.10–0.50
cork 0.0
Material Plane of symmetry            
Nomex honeycomb core  , ribbon in   direction 0.49 0.69 0.01 2.75 3.88 0.01
glass fiber-epoxy resin   0.29 0.32 0.06 0.06 0.32

Negative Poisson's ratio materialsEdit

Some materials known as auxetic materials display a negative Poisson’s ratio. When subjected to positive strain in a longitudinal axis, the transverse strain in the material will actually be positive (i.e. it would increase the cross sectional area). For these materials, it is usually due to uniquely oriented, hinged molecular bonds. In order for these bonds to stretch in the longitudinal direction, the hinges must ‘open’ in the transverse direction, effectively exhibiting a positive strain.[15] This can also be done in a structured way and lead to new aspects in material design as for mechanical metamaterials.

Studies have shown that certain solid wood types display negative Poisson's ratio exclusively during a compression creep test.[16][17] Initially, the compression creep test shows positive Poisson's ratios, but gradually decreases until it reaches negative values. Consequently, this also shows that Poisson's ratio for wood is time-dependent during constant loading, meaning that the strain in the axial and transverse direction do not increase in the same rate.

Media with engineered microstructure may exhibit negative Poisson's ratio. In a simple case auxeticity is obtained removing material and creating a periodic porous media[18]. Lattices can reach lower values of Poisson's ratio [19], which can be indefinitely close to the limiting value -1 in the isotropic case [20].

Poisson functionEdit

At finite strains, the relationship between the transverse and axial strains   and   is typically not well described by the Poisson's ratio. In fact, the Poisson's ratio is often considered a function of the applied strain in the large strain regime. In such instances, the Poisson's ratio is replaced by the Poisson function, for which there are several competing definitions.[21] Defining the transverse stretch   and axial stretch  , where the transverse stretch is a function of the axial stretch (i.e.,  ) the most common are the Hencky, Biot, Green, and Almansi functions


Applications of Poisson's effectEdit

One area in which Poisson's effect has a considerable influence is in pressurized pipe flow. When the air or liquid inside a pipe is highly pressurized it exerts a uniform force on the inside of the pipe, resulting in a hoop stress within the pipe material. Due to Poisson's effect, this hoop stress will cause the pipe to increase in diameter and slightly decrease in length. The decrease in length, in particular, can have a noticeable effect upon the pipe joints, as the effect will accumulate for each section of pipe joined in series. A restrained joint may be pulled apart or otherwise prone to failure.[citation needed]

Another area of application for Poisson's effect is in the realm of structural geology. Rocks, like most materials, are subject to Poisson's effect while under stress. In a geological timescale, excessive erosion or sedimentation of Earth's crust can either create or remove large vertical stresses upon the underlying rock. This rock will expand or contract in the vertical direction as a direct result of the applied stress, and it will also deform in the horizontal direction as a result of Poisson's effect. This change in strain in the horizontal direction can affect or form joints and dormant stresses in the rock.[22]

Although cork was historically chosen to seal wine bottle for other reasons (including its inert nature, impermeability, flexibility, sealing ability, and resilience),[23] cork's poisson's ratio of zero provides another advantage. As the cork is inserted into the bottle, the upper part which is not yet inserted does not expand in diameter as it is compressed axially. The force needed to insert a cork into a bottle arises only from the friction between the cork and the bottle due to the radial compression of the cork. If the stopper were made of rubber, for example, (with a Poisson ratio of about 1/2), there would be a relatively large additional force required to overcome the radial expansion of the upper part of the rubber stopper.

Most car mechanics are aware that it is hard to pull a rubber hose (e.g. a coolant hose) off a metal pipe stub, as the tension of pulling causes the diameter of the hose to shrink, gripping the stub tightly. Hoses can more easily be pushed off stubs instead using a wide flat blade.

See alsoEdit


  1. ^ Gercek, H. (January 2007). "Poisson's ratio values for rocks". International Journal of Rock Mechanics and Mining Sciences. 44 (1): 1–13. doi:10.1016/j.ijrmms.2006.04.011.
  2. ^ Park, RJT. Seismic Performance of Steel-Encased Concrete Piles
  3. ^ Mark, Schenk (2011). Folded Shell Structures, PhD Thesis (PDF). University of Cambridge, Clare College.
  4. ^ Wei, Z. Y.; Guo, Z. V.; Dudte, L.; Liang, H. Y.; Mahadevan, L. (2013-05-21). "Geometric Mechanics of Periodic Pleated Origami" (PDF). Physical Review Letters. 110 (21): 215501. arXiv:1211.6396. Bibcode:2013PhRvL.110u5501W. doi:10.1103/PhysRevLett.110.215501. PMID 23745895.
  5. ^ Eidini, Maryam; Paulino, Glaucio H. (2015). "Unraveling metamaterial properties in zigzag-base folded sheets". Science Advances. 1 (8): e1500224. arXiv:1502.05977. Bibcode:2015SciA....1E0224E. doi:10.1126/sciadv.1500224. ISSN 2375-2548. PMC 4643767. PMID 26601253.
  6. ^ Eidini, Maryam (2016). "Zigzag-base folded sheet cellular mechanical metamaterials". Extreme Mechanics Letters. 6: 96–102. arXiv:1509.08104. doi:10.1016/j.eml.2015.12.006.
  7. ^ Mousanezhad, Davood; Babaee, Sahab; Ebrahimi, Hamid; Ghosh, Ranajay; Hamouda, Abdelmagid Salem; Bertoldi, Katia; Vaziri, Ashkan (2015-12-16). "Hierarchical honeycomb auxetic metamaterials". Scientific Reports. 5: 18306. Bibcode:2015NatSR...518306M. doi:10.1038/srep18306. ISSN 2045-2322. PMC 4680941. PMID 26670417.
  8. ^ - Limits to Poisson’s ratio in isotropic materials – general result for arbitrary deformation.
  9. ^ a b "Archived copy" (PDF). Archived (PDF) from the original on 2014-10-31. Retrieved 2014-09-24.CS1 maint: archived copy as title (link)
  10. ^ Boresi, A. P, Schmidt, R. J. and Sidebottom, O. M., 1993, Advanced Mechanics of Materials, Wiley.
  11. ^ Lekhnitskii, SG., (1963), Theory of elasticity of an anisotropic elastic body, Holden-Day Inc.
  12. ^ Tan, S. C., 1994, Stress Concentrations in Laminated Composites, Technomic Publishing Company, Lancaster, PA.
  13. ^ Fluegel, Alexander. "Poisson's Ratio Calculation for Glasses". Archived from the original on 23 October 2017. Retrieved 28 April 2018.
  14. ^ Journal of Applied Physics 110, 053521 (2011)
  15. ^ Lakes, Rod. "Negative Poisson's ratio". Archived from the original on 16 February 2018. Retrieved 28 April 2018.
  16. ^ Ozyhar, Tomasz; Hering, Stefan; Niemz, Peter (March 2013). "Viscoelastic characterization of wood: Time dependence of the orthotropic compliance in tension and compression". Journal of Rheology. 57 (2): 699–717. doi:10.1122/1.4790170. ISSN 0148-6055.
  17. ^ Jiang, Jiali; Erik Valentine, Bachtiar; Lu, Jianxiong; Niemz, Peter (2016-11-01). "Time dependence of the orthotropic compression Young's moduli and Poisson's ratios of Chinese fir wood". Holzforschung. 70 (11): 1093–1101. doi:10.1515/hf-2016-0001. ISSN 1437-434X.
  18. ^ Carta, Giorgio; Brun, Michele; Baldi, Antonio (2016). "Design of a porous material with isotropic negative Poisson's ratio". Mechanics of Materials. 97: 67–75. doi:10.1016/j.mechmat.2016.02.012.
  19. ^ Cabras, Luigi; Brun, Michele (2016). "A class of auxetic three-dimensional lattices". Journal of the Mechanics and Physics of Solids. 91: 56–72. doi:10.1016/j.jmps.2016.02.010.
  20. ^ Cabras, Luigi; Brun, Michele (2014). "Auxetic two-dimensional lattices with Poisson's ratio arbitrarily close to -1". Proceedings of the Royal Society A. 470 (2172): 20140538. doi:10.1098/rspa.2014.0538.
  21. ^ Mihai, L. A.; Goriely, A. (2017-11-03). "How to characterize a nonlinear elastic material? A review on nonlinear constitutive parameters in isotropic finite elasticity". Proceedings of the Royal Society A. 473 (2207): 20170607. Bibcode:2017RSPSA.47370607M. doi:10.1098/rspa.2017.0607. PMC 5719638. PMID 29225507.
  22. ^ Retrieved 2019-07-03. Missing or empty |title= (help)
  23. ^ Silva, et al. "Cork: properties, capabilities and applications" Archived 2017-08-09 at the Wayback Machine, Retrieved May 4, 2017

External linksEdit

Conversion formulae
Homogeneous isotropic linear elastic materials have their elastic properties uniquely determined by any two moduli among these; thus, given any two, any other of the elastic moduli can be calculated according to these formulas.

There are two valid solutions.
The plus sign leads to  .

The minus sign leads to  .

          Cannot be used when