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| [[File:Circumferential stress.svg|thumb|Components of ''cylinder'' or ''circumferential stress''.]]
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| In [[mechanics]], a '''cylinder stress''' is a [[stress (physics)|stress]] distribution with [[rotational symmetry]]; that is, which remains unchanged if the stressed object is rotated about some fixed axis.
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| Cylinder stress patterns include:
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| * '''Circumferential stress''' or '''hoop stress''', a normal stress in the tangential ([[azimuth]]) direction;
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| * '''Axial stress''', a normal stress parallel to the axis of cylindrical symmetry;
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| * '''Radial stress''', a stress in directions coplanar with but perpendicular to the symmetry axis.
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| The classical example (and namesake) of hoop stress is the [[tension (mechanics)|tension]] applied to the iron bands, or hoops, of a wooden [[barrel (storage)|barrel]]. In a straight, closed [[pipe (material)|pipe]], any force applied to the cylindrical pipe wall by a [[pressure]] differential will ultimately give rise to hoop stresses. Similarly, if this pipe has flat end caps, any force applied to them by static pressure will induce a perpendicular ''axial stress'' on the same pipe wall. Thin sections often have negligibly small ''radial stress'', but accurate models of thicker-walled cylindrical shells require such stresses to be taken into account.
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| ==Definitions==
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| ===Hoop stress===
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| The hoop stress is the [[force]] exerted circumferentially (perpendicular both to the axis and to the radius of the object) in both directions on every particle in the cylinder wall. It can be described as:
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| :<math> \sigma_\theta = \dfrac{F}{tl} \ </math>
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| where:
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| *''F'' is the [[force]] exerted circumferentially on an area of the cylinder wall that has the following two lengths as sides:
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| *''t'' is the radial thickness of the cylinder
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| *''l'' is the axial length of the cylinder
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| An alternative to ''hoop stress'' in describing circumferential stress is '''wall stress''' or '''wall tension''' (''T''), which usually is defined as the total circumferential force exerted along the entire radial thickness:<ref>[http://hyperphysics.phy-astr.gsu.edu/hbase/ptens3.html Tension in Arterial Walls] By R Nave. Department of Physics and Astronomy, Georgia State University. Retrieved June 2011</ref>
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| :<math> T = \dfrac{F}{l} \ </math>
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| [[Image:CylindricalCoordinates.png|thumb|Cylindrical coordinates]]
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| Along with [[axial stress]] and '''radial stress''', circumferential stress is a component of the [[Stress (physics)|stress tensor]] in cylindrical [[Coordinates (elementary mathematics)|coordinates]].
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| It is usually useful to [[vector decomposition|decompose]] any force applied to an object with [[rotational symmetry]] into components parallel to the cylindrical coordinates ''r'', ''z'', and ''θ''. These components of force induce corresponding stresses: radial stress, axial stress and hoop stress, respectively.
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| ==Relation to internal pressure==
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| === Thin-walled assumption ===
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| For the thin-walled assumption to be valid the vessel must have a wall thickness of no more than about one-tenth (often cited as one twentieth) of its radius. This allows for treating the wall as a surface, and subsequently using the [[Young–Laplace equation]] for estimating the hoop stress created by an internal pressure on a thin-walled cylindrical pressure vessel:
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| :<math> \sigma_\theta = \dfrac{Pr}{t} \ </math> (for a cylinder)
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| :<math> \sigma_\theta = \dfrac{Pr}{2t} \ </math> (for a sphere)
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| where
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| *''P'' is the internal pressure
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| *''t'' is the wall thickness
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| *''r'' is the inside radius of the cylinder.
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| *<math> \sigma_\theta \! </math> is the hoop stress.
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| The hoop stress equation for thin shells is also approximately valid for spherical vessels, including plant cells and bacteria in which the internal [[Turgor|turgor pressure]] may reach several atmospheres.
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| Inch-pound-second system (IPS) units for ''P'' are [[pounds-force per square inch]] (psi). Units for ''t'', and ''d'' are inches (in).
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| SI units for ''P'' are [[pascal (unit)|pascals]] (Pa), while ''t'' and ''d''=2''r'' are in meters (m).
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| When the vessel has closed ends the internal pressure acts on them to develop a force along the axis of the cylinder. This is known as the axial stress and is usually less than the hoop stress.
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| :<math> \sigma_z = \dfrac{F}{A} = \dfrac{Pd^2}{(d+2t)^2 - d^2} \ </math>
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| Though this may be approximated to
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| :<math> \sigma_z = \dfrac{Pr}{2t} \ </math>
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| Also in this situation a radial stress <math> \sigma_r \ </math> is developed and may be estimated in thin walled cylinders as:
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| :<math> \sigma_r = \dfrac{-P}{2} \ </math>
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| === Thick-walled vessels ===
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| When the cylinder to be studied has a ''r''/''t'' ratio of less than 10 (often cited as 20) the thin-walled cylinder equations no longer hold since stresses vary significantly between inside and outside surfaces and [[shear stress]] through the cross section can no longer be neglected.
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| In order to calculate the stresses and strains here a set of equations known as the [[Lamé]] equations must be used.
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| :<math> \sigma_r = A - \dfrac{B}{r^2} \ </math> | |
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| :<math> \sigma_\theta = A + \dfrac{B}{r^2} \ </math>
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| where
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| *''A'' and ''B'' are constants of integration, which may be discovered from the boundary conditions
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| *''r'' is the radius at the point of interest (e.g., at the inside or outside walls)
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| ''A'' and ''B'' may be found by inspection of the boundary conditions. For example, the simplest case is a solid cylinder:
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| if <math> R_i = 0</math> then <math> B = 0</math> and a solid cylinder cannot have an internal pressure so <math> A = P_o </math>
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| ==Practical effects==
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| === Engineering===
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| Fracture is governed by the hoop stress in the absence of other external loads since it is the largest principal stress. Note that a hoop experiences the greatest stress at its inside (the outside and inside experience the same total strain which however is distributed over different circumferences), whence cracks in pipes should theoretically start from ''inside'' the pipe. This is why pipe inspections after earthquakes usually involve sending a camera inside a pipe to inspect for cracks.
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| Yielding is governed by an equivalent stress that includes hoop stress and the longitudinal or radial stress when present.
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| ===Medicine===
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| In the [[pathology]] of [[Blood vessel|vascular]] or [[Gastrointestinal tract|gastrointestinal walls]], the wall tension represents the [[Muscle contraction|muscular tension]] on the wall of the vessel. As a result of the [[Young-Laplace equation|Law of Laplace]], if an [[aneurysm]] forms in a blood vessel wall, the radius of the vessel has increased. This means that the inward force on the vessel decreases, and therefore the aneurysm will continue to expand until it ruptures. A similar logic applies to the formation of [[diverticuli]] in the [[Gut (zoology)|gut]].<ref>E. Goljan, ''Pathology, 2nd ed.'' Mosby Elsevier, Rapid Review Series.</ref>
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| == Historical development of the theory ==
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| [[File:Wrought iron straps, Chepstow Railway Bridge.jpg|thumb|upright|[[Cast iron]] pillar of [[Chepstow Railway Bridge]], 1852. Pin-jointed [[wrought iron]] hoops (stronger in tension than cast iron) resist the hoop stresses.<ref name="Jones, II" >{{Cite book
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| |title=Brunel in South Wales
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| |first=Stephen K. |last=Jones
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| |volume=II: Communications and Coal
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| |year=2009
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| |publisher=The History Press |location=Stroud
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| |isbn=9780752449128
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| |ref={{harvid|Jones|2009|II}}
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| |page=247
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| }}</ref>]]
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| The first theoretical analysis of the stress in cylinders was developed by the mid-19th century engineer [[William Fairbairn]], assisted by his mathematical analyst [[Eaton Hodgkinson]]. Their first interest was in studying the design and [[boiler explosion|failure]]s of [[Lancashire boiler|steam boiler]]s.<ref name="Fairbairn, The Construction of Boilers" >{{cite book
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| |title=Two Lectures: The Construction of Boilers, and On Boiler Explosions, with the means of prevention
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| |year=1851
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| |last=Fairbairn |first=William
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| |authorlink=William Fairbairn
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| |url=http://books.google.co.uk/books?id=VD5MAAAAMAAJ&ots=5RGGXukH7f&dq=fairbairn%20boiler&pg=PA6#v=onepage&q=hoop&f=false
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| |section =The Construction of Boilers
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| |ref=Fairbairn, The Construction of Boilers
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| |page=6
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| }}</ref> Early on Fairbairn realised that the hoop stress was twice the longitudinal stress, an important factor in the assembly of boiler shells from rolled sheets joined by [[riveting]]. Later work was applied to bridge building, and the invention of the [[box girder]]. In the [[Chepstow Railway Bridge]], the [[cast iron]] pillars are strengthened by obvious bands of [[wrought iron]]. The vertical, longitudinal force is a compressive force, which cast iron is well able to resist. The hoop stress though is tensile, and so wrought iron, a material with better tensile strength is added.
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| == See also ==
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| * Can be caused by cylinder stress:
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| ** [[Boston Molasses Disaster]]
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| ** [[Boiler explosion]]
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| * Related engineering topics:
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| ** [[Stress concentration]]
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| ** [[Hydrostatic test]]
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| ** [[Buckling]]
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| ** [[Blood pressure#Relation_to_wall_tension]]
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| ** [[Piping#Stress_analysis]]
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| * Designs very affected by this stress:
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| ** [[Pressure vessel]]
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| *** [[Rocket engine]]
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| ** [[Flywheel]]
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| ** The dome of [[Florence Cathedral]]
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| == References ==
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| {{Reflist}}
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| * {{cite book
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| |title=Thin-walled Pressure Vessels
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| |work=Engineering Fundamentals
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| |date=19 June 2008
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| |url=http://www.efunda.com/formulae/solid_mechanics/mat_mechanics/pressure_vessel.cfm
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| }}
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| {{Refimprove|date=March 2012}}
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| [[Category:Mechanics]]
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