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Cylinder stress

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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 is distributed over different circumferences); hence
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In thick-walled cylinders, the maximum shear stress at any point is given by half of the algebraic difference between the maximum and minimum stresses, which is, therefore, equal to half the difference between the hoop and radial stresses. The shearing stress reaches a maximum at the inner surface,
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In thick-walled pressure vessels, construction techniques allowing for favorable initial stress patterns can be utilized. These compressive stresses at the inner surface reduce the overall hoop stress in pressurized cylinders. Cylindrical vessels of this nature are generally constructed from
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In pressure vessel theory, any given element of the wall is evaluated in a tri-axial stress system, with the three principal stresses being hoop, longitudinal, and radial. Therefore, by definition, there exist no shear stresses on the transverse, tangential, or radial planes.
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is less than 10, the radial stress, in proportion to the other stresses, becomes non-negligible (i.e. P is no longer much, much less than Pr/t and Pr/2t), and so the thickness of the wall becomes a major consideration for design (Harvey, 1974, pp. 57).
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the pipe. This is why pipe inspections after earthquakes usually involve sending a camera inside a pipe to inspect for cracks. Yielding is governed by an equivalent stress that includes hoop stress and the longitudinal or radial stress when absent.
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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
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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 Diameter / t > 20) of its radius. This allows for treating the wall as a surface, and subsequently using the
656: 1972:. The vertical, longitudinal force is a compressive force, which cast iron is well able to resist. The hoop stress is tensile, and so wrought iron, a material with better tensile strength than cast iron, is added. 1491: 1381: 1503: 122:
The hoop stress is the force over area exerted circumferentially (perpendicular to the axis and the radius of the object) in both directions on every particle in the cylinder wall. It can be described as:
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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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concentric cylinders shrunk over (or expanded into) one another, i.e., built-up shrink-fit cylinders, but can also be performed to singular cylinders though autofrettage of thick cylinders.
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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
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may reach several atmospheres. In practical engineering applications for cylinders (pipes and tubes), hoop stress is often re-arranged for pressure, and is called
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which is significant because it serves as a criterion for failure since it correlates well with actual rupture tests of thick cylinders (Harvey, 1974, p. 57).
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These three principal stresses- hoop, longitudinal, and radial can be calculated analytically using a mutually perpendicular tri-axial stress system.
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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
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distribution with rotational symmetry; that is, which remains unchanged if the stressed object is rotated about some fixed axis.
874: 989: 2351: 909:) the thin-walled cylinder equations no longer hold since stresses vary significantly between inside and outside surfaces and 2308: 2323: 387: 333: 129: 930: 842: 512: 309:. These components of force induce corresponding stresses: radial stress, axial stress, and hoop stress, respectively. 2330: 1893: 667: 324: 1917: 2251: 2297: 2337: 1984: 831:
is large, so in most cases this component is considered negligible compared to the hoop and axial stresses.
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for estimating the hoop stress created by an internal pressure on a thin-walled cylindrical pressure vessel:
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The first theoretical analysis of the stress in cylinders was developed by the mid-19th century engineer
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exerted circumferentially on an area of the cylinder wall that has the following two lengths as sides:
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Two Lectures: The Construction of Boilers, and On Boiler Explosions, with the means of prevention
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that is developed perpendicular to the surface and may be estimated in thin walled cylinders as:
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By R Nave. Department of Physics and Astronomy, Georgia State University. Retrieved June 2011
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is the radius at the point of interest (e.g., at the inside or outside walls).
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are constants of integration, which may be found from the boundary conditions,
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Using these constants, the following equation for hoop stress is obtained:
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hoops (stronger in tension than cast iron) resist the hoop stresses.
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on the same pipe wall. Thin sections often have negligibly small
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The classical example (and namesake) of hoop stress is the
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and a solid cylinder cannot have an internal pressure so
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into components parallel to the cylindrical coordinates
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These stresses and strains can be calculated using the
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through the cross section can no longer be neglected.
85:, any force applied to the cylindrical pipe wall by a 2083:. Swansea University. 2020. p. 8. Archived from 1816: 1814: 1778: 1752: 1719: 1600: 1521: 1506: 1399: 1391: 1295: 1287: 1253: 1205: 1176: 1128: 1098: 1076: 1056: 1013: 992: 954: 933: 877: 845: 807: 805: 761: 728: 685: 670: 585: 570: 555: 470: 432:{\displaystyle \sigma _{\theta }={\dfrac {Pr}{2t}}\ } 405: 390: 351: 336: 239: 231: 147: 132: 373:{\displaystyle \sigma _{\theta }={\dfrac {Pr}{t}}\ } 169:{\displaystyle \sigma _{\theta }={\dfrac {F}{tl}}\ } 2311:. Unsourced material may be challenged and removed. 978:{\displaystyle \sigma _{r}=A-{\dfrac {B}{r^{2}}}\ } 1832: 1797: 1764: 1738: 1702: 1485: 1375: 1266: 1239: 1189: 1162: 1104: 1082: 1062: 1036: 977: 901: 864:{\displaystyle {\text{radius}}/{\text{thickness}}} 863: 823: 788: 744: 711: 650: 484: 431: 372: 255: 168: 1808:Being that for thick-walled cylinders, the ratio 481: 77:applied to the iron bands, or hoops, of a wooden 1863:cracks in pipes should theoretically start from 2072: 2070: 712:{\displaystyle \sigma _{z}={\dfrac {Pr}{2t}}\ } 278:, circumferential stress is a component of the 2103:"Theory and Design of Modern Pressure Vessels" 1968:pillars are strengthened by external bands of 1892:on the wall of the vessel. As a result of the 8: 16:Rotationally symmetric stress distribution 2371:Learn how and when to remove this message 1815: 1813: 1789: 1777: 1751: 1724: 1718: 1687: 1674: 1661: 1643: 1630: 1617: 1607: 1599: 1586: 1573: 1561: 1551: 1538: 1528: 1520: 1511: 1505: 1470: 1457: 1442: 1429: 1416: 1406: 1398: 1390: 1360: 1347: 1335: 1325: 1312: 1302: 1294: 1286: 1258: 1252: 1231: 1204: 1181: 1175: 1154: 1127: 1097: 1075: 1055: 1022: 1012: 997: 991: 963: 953: 938: 932: 888: 883: 878: 876: 856: 851: 846: 844: 806: 804: 775: 766: 760: 733: 727: 684: 675: 669: 635: 622: 595: 584: 569: 560: 554: 507:Inch-pound-second system (IPS) units for 475: 469: 404: 395: 389: 350: 341: 335: 238: 230: 146: 137: 131: 2105:. Van Nostrand Reinhold. pp. 60–61. 1995:Boiling liquid expanding vapor explosion 799:In the thin-walled assumption the ratio 210:in describing circumferential stress is 113: 2235:(1851). "The Construction of Boilers". 2066: 2020:Blood pressure#Relation_to_wall_tension 1940:, assisted by his mathematical analyst 1119:For cylinder with boundary conditions: 196:is the radial thickness of the cylinder 2269: 2259: 2031:Designs very affected by this stress: 1278:the following constants are obtained: 871:ratio of less than 10 (often cited as 839:When the cylinder to be studied has a 48:, a normal stress in the tangential ( 7: 2309:adding citations to reliable sources 2197:Mosby Elsevier, Rapid Review Series. 293:any force applied to an object with 202:is the axial length of the cylinder. 661:Though this may be approximated to 485:{\displaystyle \sigma _{\theta }\!} 256:{\displaystyle T={\dfrac {F}{l}}\ } 1981:Can be caused by cylinder stress: 1888:, the wall tension represents the 789:{\displaystyle \sigma _{r}={-P}\ } 462:is the mean radius of the cylinder 14: 1833:{\displaystyle {\dfrac {r}{t}}\ } 824:{\displaystyle {\dfrac {r}{t}}\ } 2285: 2296:needs additional citations for 2078:"Advanced Structural Analysis" 1680: 1654: 1649: 1623: 1448: 1422: 1221: 1209: 1144: 1132: 722:There is also a radial stress 619: 603: 523:are inches (in). SI units for 1: 745:{\displaystyle \sigma _{r}\ } 313:Relation to internal pressure 2253:Thin-walled Pressure Vessels 2001:Related engineering topics: 1240:{\displaystyle p(r=b)=P_{b}} 1163:{\displaystyle p(r=a)=P_{a}} 513:pounds-force per square inch 274:Along with axial stress and 2409: 2207:Jones, Stephen K. (2009). 2116:Tension in Arterial Walls 118:Components of hoop stress 37:stress patterns include: 2101:Harvey, John F. (1974). 1985:Boston Molasses Disaster 1247:(i.e. external pressure 1170:(i.e. internal pressure 450:is the internal pressure 289:It is usually useful to 81:. In a straight, closed 1962:Chepstow Railway Bridge 1926:Chepstow Railway Bridge 1798:{\displaystyle A=P_{o}} 1739:{\displaystyle R_{i}=0} 270:Cylindrical coordinates 2025:Piping#Stress_analysis 1933: 1886:gastrointestinal walls 1834: 1799: 1766: 1740: 1713:For a solid cylinder: 1704: 1487: 1377: 1268: 1241: 1191: 1164: 1106: 1084: 1064: 1038: 979: 903: 865: 825: 790: 746: 713: 652: 486: 433: 374: 325:Young–Laplace equation 318:Thin-walled assumption 271: 257: 170: 119: 42:circumferential stress 2209:Brunel in South Wales 1920: 1835: 1800: 1767: 1741: 1705: 1488: 1378: 1269: 1267:{\displaystyle P_{b}} 1242: 1192: 1190:{\displaystyle P_{a}} 1165: 1107: 1085: 1065: 1039: 980: 904: 866: 826: 791: 747: 714: 653: 487: 456:is the wall thickness 434: 375: 269: 258: 171: 117: 2305:improve this article 2005:Stress concentration 1928:, 1852. Pin-jointed 1812: 1776: 1750: 1717: 1504: 1389: 1285: 1251: 1203: 1174: 1126: 1096: 1074: 1054: 990: 931: 875: 843: 835:Thick-walled vessels 803: 759: 726: 668: 553: 468: 388: 334: 229: 130: 1765:{\displaystyle B=0} 543:are in meters (m). 492:is the hoop stress. 295:rotational symmetry 2233:Fairbairn, William 2195:Pathology, 2nd ed. 2143:"Pressure Vessels" 2090:on 19 August 2019. 2053:Florence Cathedral 1934: 1913:Theory development 1830: 1825: 1795: 1762: 1736: 1700: 1695: 1594: 1483: 1478: 1373: 1368: 1274:at outer surface), 1264: 1237: 1197:at inner surface), 1187: 1160: 1102: 1080: 1060: 1034: 1029: 975: 970: 899: 861: 821: 816: 786: 742: 709: 704: 648: 643: 579: 515:(psi). Units for 482: 429: 424: 370: 365: 272: 253: 248: 206:An alternative to 166: 161: 120: 2381: 2380: 2373: 2355: 2320:"Cylinder stress" 1938:William Fairbairn 1853:Practical effects 1829: 1824: 1699: 1694: 1593: 1482: 1477: 1372: 1367: 1105:{\displaystyle r} 1083:{\displaystyle B} 1063:{\displaystyle A} 1033: 1028: 974: 969: 891: 881: 859: 849: 820: 815: 785: 741: 708: 703: 647: 642: 578: 428: 423: 369: 364: 252: 247: 165: 160: 2400: 2376: 2369: 2365: 2362: 2356: 2354: 2313: 2289: 2281: 2277: 2271: 2267: 2265: 2257: 2243: 2242: 2229: 2223: 2222: 2204: 2198: 2191: 2185: 2184: 2182: 2180: 2166: 2160: 2159: 2157: 2156: 2147: 2139: 2133: 2132: 2125: 2119: 2113: 2107: 2106: 2098: 2092: 2091: 2089: 2082: 2074: 2010:Hydrostatic test 1990:Boiler explosion 1942:Eaton Hodgkinson 1890:muscular tension 1839: 1837: 1836: 1831: 1827: 1826: 1817: 1804: 1802: 1801: 1796: 1794: 1793: 1771: 1769: 1768: 1763: 1745: 1743: 1742: 1737: 1729: 1728: 1709: 1707: 1706: 1701: 1697: 1696: 1693: 1692: 1691: 1679: 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2298:verification 2295: 2252: 2241:. p. 6. 2237: 2227: 2208: 2202: 2194: 2189: 2177:. Retrieved 2173: 2164: 2153:. Retrieved 2149: 2137: 2123: 2111: 2096: 2085:the original 2051:The dome of 1970:wrought iron 1935: 1930:wrought iron 1875: 1864: 1861: 1847: 1843: 1807: 1712: 1496: 1277: 1118: 1115: 1046: 922:Gabriel LamĂ© 917: 915: 911:shear stress 838: 798: 721: 660: 545: 540: 536: 532: 531:(Pa), while 524: 520: 516: 508: 506: 495: 459: 453: 447: 442: 321: 306: 302: 298: 288: 275: 273: 219: 216:wall tension 215: 211: 207: 205: 199: 193: 183: 178: 121: 99: 94: 91:axial stress 90: 72: 69: 61: 56:axial stress 55: 52:) direction. 45: 41: 33: 24: 18: 2270:|work= 2193:E. Goljan, 2174:youtube.com 2150:web.mit.edu 1903:diverticuli 1858:Engineering 284:coordinates 212:wall stress 208:hoop stress 110:Hoop stress 105:Definitions 46:hoop stress 2361:March 2012 2331:newspapers 2179:23 October 2155:2020-06-12 2061:References 1958:box girder 1924:pillar of 2393:Mechanics 2272:ignored ( 2262:cite book 1966:cast iron 1960:. In the 1922:Cast iron 1878:pathology 1668:− 1637:− 1580:− 1545:− 1513:θ 1509:σ 1464:− 1436:− 1354:− 1319:− 999:θ 995:σ 951:− 936:σ 890:thickness 858:thickness 777:− 764:σ 731:σ 673:σ 629:− 558:σ 477:θ 473:σ 397:θ 393:σ 343:θ 339:σ 291:decompose 139:θ 135:σ 21:mechanics 2387:Category 2047:Flywheel 2015:Buckling 1976:See also 1954:riveting 1946:failures 1898:aneurysm 1896:, if an 1882:vascular 1872:Medicine 880:diameter 87:pressure 35:Cylinder 2345:scholar 1905:in the 1876:In the 1047:where: 529:pascals 186:is the 179:where: 75:tension 50:azimuth 2347:  2340:  2333:  2326:  2318:  2215:  1964:, the 1865:inside 1828:  1698:  1481:  1371:  1032:  973:  848:radius 819:  784:  740:  707:  646:  519:, and 443:where 427:  368:  305:, and 251:  164:  79:barrel 29:stress 2352:JSTOR 2338:books 2146:(PDF) 2088:(PDF) 2081:(PDF) 1746:then 1070:and 188:force 44:, or 27:is a 2324:news 2274:help 2213:ISBN 2181:2022 894:< 535:and 527:are 511:are 83:pipe 23:, a 2307:by 1948:of 1907:gut 1884:or 1880:of 214:or 19:In 2389:: 2266:: 2264:}} 2260:{{ 2172:. 2148:. 2069:^ 1909:. 1805:. 924:. 897:20 539:=2 504:. 301:, 286:. 2374:) 2368:( 2363:) 2359:( 2349:· 2342:· 2335:· 2328:· 2301:. 2276:) 2221:. 2183:. 2158:. 2131:. 1822:t 1819:r 1791:o 1787:P 1783:= 1780:A 1760:0 1757:= 1754:B 1734:0 1731:= 1726:i 1722:R 1689:2 1685:r 1681:) 1676:2 1672:a 1663:2 1659:b 1655:( 1650:) 1645:b 1641:P 1632:a 1628:P 1624:( 1619:2 1615:b 1609:2 1605:a 1597:+ 1588:2 1584:a 1575:2 1571:b 1563:2 1559:b 1553:b 1549:P 1540:2 1536:a 1530:a 1526:P 1518:= 1493:. 1472:2 1468:a 1459:2 1455:b 1449:) 1444:b 1440:P 1431:a 1427:P 1423:( 1418:2 1414:b 1408:2 1404:a 1396:= 1393:B 1383:, 1362:2 1358:a 1349:2 1345:b 1337:2 1333:b 1327:b 1323:P 1314:2 1310:a 1304:a 1300:P 1292:= 1289:A 1260:b 1256:P 1233:b 1229:P 1225:= 1222:) 1219:b 1216:= 1213:r 1210:( 1207:p 1183:a 1179:P 1156:a 1152:P 1148:= 1145:) 1142:a 1139:= 1136:r 1133:( 1130:p 1100:r 1078:B 1058:A 1024:2 1020:r 1016:B 1010:+ 1007:A 1004:= 965:2 961:r 957:B 948:A 945:= 940:r 885:/ 853:/ 813:t 810:r 780:P 773:= 768:r 735:r 700:t 697:2 692:r 689:P 682:= 677:z 637:2 633:d 624:2 620:) 616:t 613:2 610:+ 607:d 604:( 597:2 593:d 589:P 582:= 576:A 573:F 567:= 562:z 541:r 537:d 533:t 525:P 521:d 517:t 509:P 460:r 454:t 448:P 420:t 417:2 412:r 409:P 402:= 362:t 358:r 355:P 348:= 307:θ 303:z 299:r 245:l 242:F 236:= 233:T 220:T 218:( 200:l 194:t 184:F 157:l 154:t 150:F 144:=

Index

mechanics
stress
Cylinder
azimuth
radial stress
tension
barrel
pipe
pressure

force

stress tensor
coordinates
decompose
rotational symmetry
Young–Laplace equation
turgor pressure
Barlow's formula
pounds-force per square inch
pascals
shear stress
Gabriel Lamé
pathology
vascular
gastrointestinal walls
muscular tension
Law of Laplace
aneurysm
diverticuli

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