Knowledge (XXG)

Flow plasticity theory

Source 📝

2266: 71: 1879: 2261:{\displaystyle {\begin{aligned}{\boldsymbol {l}}&={\dot {\boldsymbol {F}}}\cdot {\boldsymbol {F}}^{-1}=\left({\dot {\boldsymbol {F}}}^{e}\cdot {\boldsymbol {F}}^{p}+{\boldsymbol {F}}^{e}\cdot {\dot {\boldsymbol {F}}}^{p}\right)\cdot \left\\&={\dot {\boldsymbol {F}}}^{e}\cdot ({\boldsymbol {F}}^{e})^{-1}+{\boldsymbol {F}}^{e}\cdot \cdot ({\boldsymbol {F}}^{e})^{-1}\,.\end{aligned}}} 1746: 1098:. Rock plasticity theories also use a similar concept except that the requirement of pressure-dependence of the yield surface requires a relaxation of the above assumption. Instead, it is typically assumed that the plastic strain increment and the normal to the pressure-dependent yield surface have the same direction, i.e., 1439: 3085: 2955: 2374: 1632: 1015: 1163: 1345: 17: 752:
is indicated if the state of stress is on the yield surface and the stress increment is directed toward the outside of the yield surface; this occurs if the inner product of the stress increment and the outward normal of the yield surface is positive,
3192: 819: 931: 2462: 2681: 2779: 502: 1505: 2859: 1850: 569: 735: 3300: 1080: 1624: 2976: 2874: 2277: 418: 1741:{\displaystyle df={\frac {\partial f}{\partial {\boldsymbol {\sigma }}}}:d{\boldsymbol {\sigma }}+{\frac {\partial f}{\partial {\boldsymbol {\varepsilon }}_{p}}}:d{\boldsymbol {\varepsilon }}_{p}=0\,.} 1451:
material, the yield surface can expand with increasing stress. We assume Drucker's second stability postulate which states that for an infinitesimal stress cycle this plastic work is positive, i.e.,
1510:
The above quantity is equal to zero for purely elastic cycles. Examination of the work done over a cycle of plastic loading-unloading can be used to justify the validity of the associated flow rule.
1299: 1884: 1337: 3363: 660: 955: 1261: 1104: 186:
Typical flow plasticity theories for unidirectional loading (for small deformation perfect plasticity or hardening plasticity) are developed on the basis of the following requirements:
1434:{\displaystyle d{\boldsymbol {\sigma }}:{\frac {\partial f}{\partial {\boldsymbol {\sigma }}}}=0\quad {\text{and}}\quad d{\boldsymbol {\sigma }}:d{\boldsymbol {\varepsilon }}_{p}=0\,.} 328: 3126: 260: 224: 1094:
In metal plasticity, the assumption that the plastic strain increment and deviatoric stress tensor have the same principal directions is encapsulated in a relation called the
126: 99: 764: 1195: 876: 595: 360: 292: 2385: 180: 153: 1543: 2507: 2708: 863: 1572: 673:. For strain hardening materials, the yield surface evolves with increasing plastic strain and the elastic limit changes. The evolving yield surface has the form 426: 1223: 46:
in a body can be decomposed additively (or multiplicatively) into an elastic part and a plastic part. The elastic part of the strain can be computed from a
74:
Stress-strain curve showing typical plastic behavior of materials in uniaxial compression. The strain can be decomposed into a recoverable elastic strain (
1457: 2798: 1803: 534: 3462: 3406:
Bilby, B. A.; Bullough, R.; Smith, E. (1955), "Continuous distributions of dislocations: a new application of the methods of non-Riemannian geometry",
684: 3211: 3080:{\displaystyle {\boldsymbol {M}}={\frac {\partial W}{\partial {\boldsymbol {E}}^{e}}}=J\,{\frac {dU}{dJ}}+2\mu \,{\text{dev}}({\boldsymbol {E}}^{e})} 1039: 1577: 1444:
Hence, both the normal to the yield surface and the plastic strain tensor are perpendicular to the stress tensor and must have the same direction.
1301:, i.e., the yield surface remains constant under increasing plastic deformation. This implies that the increment of elastic strain is also zero, 2950:{\displaystyle {\boldsymbol {M}}:={\tfrac {1}{2}}({\boldsymbol {C}}^{e}\cdot {\boldsymbol {S}}+{\boldsymbol {S}}\cdot {\boldsymbol {C}}^{e})} 2369:{\displaystyle {\boldsymbol {l}}={\boldsymbol {l}}^{e}+{\boldsymbol {F}}^{e}\cdot {\boldsymbol {L}}^{p}\cdot ({\boldsymbol {F}}^{e})^{-1}\,.} 1783:
The concept of multiplicative decomposition of the deformation gradient into elastic and plastic parts was first proposed independently by
1775:
The first assumption was widely used for numerical simulations of metals but has gradually been superseded by the multiplicative theory.
155:. For strain hardening materials (as shown in the figure) the yield stress increases with increasing plastic deformation to a value of 368: 3408: 294:. If loading takes the stress state to the plastic domain then the increment of plastic strain is always greater than zero, i.e., 2699: 1266: 3203: 1304: 3554: 3316: 512:
The above requirements can be expressed in three dimensional states of stress and multidirectional loading as follows.
1202: 1791:
and extended to continuum plasticity by Erasmus Lee. The decomposition assumes that the total deformation gradient (
624: 1010:{\displaystyle d{\boldsymbol {\varepsilon }}=d{\boldsymbol {\varepsilon }}_{e}+d{\boldsymbol {\varepsilon }}_{p}\,.} 1158:{\displaystyle d{\boldsymbol {\varepsilon }}_{p}=d\lambda \,{\frac {\partial f}{\partial {\boldsymbol {\sigma }}}}} 1519: 59: 3117: 2472: 1235: 613:). The elastic limit is defined by a yield surface that does not depend on the plastic strain and has the form 3559: 193:
The material has an elastic limit defined as the stress at which plastic deformation first takes place, i.e.,
3187:{\displaystyle {\boldsymbol {D}}^{p}={\dot {\lambda }}\,{\frac {\partial f}{\partial {\boldsymbol {M}}}}\,.} 297: 55: 43: 36: 1198: 1761: 232: 196: 2695: 814:{\displaystyle d{\boldsymbol {\sigma }}:{\frac {\partial f}{\partial {\boldsymbol {\sigma }}}}\geq 0\,.} 51: 1226: 926:{\displaystyle d{\boldsymbol {\sigma }}:{\frac {\partial f}{\partial {\boldsymbol {\sigma }}}}<0\,.} 104: 77: 70: 3539: 3511: 3477: 3417: 2457:{\displaystyle {\boldsymbol {L}}^{p}:={\dot {\boldsymbol {F}}}^{p}\cdot ({\boldsymbol {F}}^{p})^{-1}} 1868: 1768: 1756:
Large deformation flow theories of plasticity typically start with one of the following assumptions:
32: 1171: 2865: 576: 336: 268: 265:
Loading is defined as the situation under which increments of stress are greater than zero, i.e.,
3502:
Anand, L. (1979), "On H. Hencky's approximate strain-energy function for moderate deformations",
2789: 2785: 2676:{\displaystyle {\boldsymbol {D}}^{p}={\tfrac {1}{2}}~,~~{\boldsymbol {W}}^{p}={\tfrac {1}{2}}\,.} 1788: 333:
Unloading is defined as the situation under which increments of stress are less than zero, i.e.,
158: 131: 2774:{\displaystyle {\boldsymbol {C}}^{e}:=({\boldsymbol {F}}^{e})^{T}\cdot {\boldsymbol {F}}^{e}\,.} 1525: 1095: 505: 47: 497:{\displaystyle d\sigma \,d\varepsilon =d\sigma \,(d\varepsilon _{e}+d\varepsilon _{p})\geq 0} 3519: 3485: 3425: 1522:
is needed to close the set of constitutive equations and to eliminate the unknown parameter
1448: 944:: The additive decomposition of the strain into elastic and plastic parts can be written as 842: 35:
behavior of materials. Flow plasticity theories are characterized by the assumption that a
362:. The material is elastic during unloading and no additional plastic strain is accumulated. 2967: 1548: 28: 54:
constitutive model. However, determination of the plastic part of the strain requires a
3515: 3481: 3421: 523:). In the linear elastic regime the stresses and strains in the material are related by 39:
exists that can be used to determine the amount of plastic deformation in the material.
1208: 520: 3548: 1232:
The above flow rule is easily justified for perfectly plastic deformations for which
610: 229:
Beyond the elastic limit the stress state always remains on the yield surface, i.e.,
420:. The plastic part cannot be recovered while the elastic part is fully recoverable. 1500:{\displaystyle d{\boldsymbol {\sigma }}:d{\boldsymbol {\varepsilon }}_{p}\geq 0\,.} 2854:{\displaystyle {\boldsymbol {E}}^{e}:={\tfrac {1}{2}}\ln {\boldsymbol {C}}^{e}\,.} 2686:
Typically, the plastic spin is ignored in most descriptions of finite plasticity.
1845:{\displaystyle {\boldsymbol {F}}={\boldsymbol {F}}^{e}\cdot {\boldsymbol {F}}^{p}} 564:{\displaystyle {\boldsymbol {\sigma }}={\mathsf {D}}:{\boldsymbol {\varepsilon }}} 365:
The total strain is a linear combination of the elastic and plastic parts, i.e.,
1784: 1771:
tensor can be multiplicatively decomposed in an elastic part and a plastic part.
730:{\displaystyle f({\boldsymbol {\sigma }},{\boldsymbol {\varepsilon }}_{p})=0\,.} 16: 3295:{\displaystyle {\dot {\lambda }}\geq 0~,~~f\leq 0~,~~{\dot {\lambda }}\,f=0\,.} 2271:
where a superposed dot indicates a time derivative. We can write the above as
1764:
tensor can be additively decomposed into an elastic part and a plastic part, or
1075:{\displaystyle d{\boldsymbol {\sigma }}:d{\boldsymbol {\varepsilon }}\geq 0\,.} 2868:
tensor is a convenient stress measure for finite plasticity and is defined as
3442:
Kröner, E. (1958), "Kontinuumstheorie der Versetzungen und Eigenspannungen",
2694:
The elastic behavior in the finite strain regime is typically described by a
1619:{\displaystyle f({\boldsymbol {\sigma }},{\boldsymbol {\varepsilon }}_{p})=0} 3429: 3310:
The consistency condition is identical to that for the small strain case,
3120:
leads, in the absence of a plastic spin, to the finite strain flow rule
2970:. A possible hyperelastic model in terms of the logarithmic strain is 3523: 3489: 3202:
The loading-unloading conditions can be shown to be equivalent to the
508:
postulate and eliminates the possibility of strain softening behavior.
423:
The work done of a loading-unloading cycle is positive or zero, i.e.,
1545:
from the system of equations. The consistency condition states that
3108:
is a modulus, and "dev" indicates the deviatoric part of a tensor.
1197:
is a hardening parameter. This form of the flow rule is called an
823:
The above equation, when it is equal to zero, indicates a state of
2698:
model. The elastic strain can be measured using an elastic right
69: 413:{\displaystyle d\varepsilon =d\varepsilon _{e}+d\varepsilon _{p}} 839:: A similar argument is made for unloading for which situation 1867:
is the plastic (unrecoverable) part of the deformation. The
42:
In flow plasticity theories it is assumed that the total
2887: 2818: 2612: 2527: 1294:{\displaystyle d{\boldsymbol {\varepsilon }}_{p}>0} 1201:
and the assumption of co-directionality is called the
3319: 3214: 3129: 2979: 2877: 2801: 2711: 2510: 2388: 2280: 1882: 1806: 1635: 1580: 1551: 1528: 1460: 1348: 1307: 1269: 1238: 1211: 1174: 1107: 1042: 958: 879: 845: 827:
where the stress state moves along the yield surface.
767: 687: 627: 579: 537: 429: 371: 339: 300: 271: 235: 199: 161: 134: 107: 80: 1332:{\displaystyle d{\boldsymbol {\varepsilon }}_{e}=0} 3358:{\displaystyle {\dot {\lambda }}\,{\dot {f}}=0\,.} 3357: 3294: 3186: 3079: 2949: 2853: 2773: 2675: 2475:) stress-free configuration. The symmetric part ( 2456: 2368: 2260: 1844: 1740: 1618: 1566: 1537: 1499: 1433: 1331: 1293: 1255: 1217: 1189: 1157: 1074: 1009: 925: 857: 813: 729: 654: 589: 563: 496: 412: 354: 322: 286: 254: 218: 174: 147: 120: 93: 3463:"Elastic-Plastic Deformation at Finite Strains" 655:{\displaystyle f({\boldsymbol {\sigma }})=0\,.} 8: 865:, the material is in the elastic domain, and 1256:{\displaystyle d{\boldsymbol {\sigma }}=0} 1028:: The stability postulate is expressed as 20:Plastic deformation of a thin metal sheet. 3351: 3334: 3333: 3332: 3321: 3320: 3318: 3288: 3278: 3267: 3266: 3216: 3215: 3213: 3180: 3172: 3158: 3157: 3146: 3145: 3136: 3131: 3128: 3068: 3063: 3054: 3053: 3024: 3023: 3008: 3003: 2988: 2980: 2978: 2938: 2933: 2924: 2916: 2907: 2902: 2886: 2878: 2876: 2847: 2841: 2836: 2817: 2808: 2803: 2800: 2767: 2761: 2756: 2746: 2736: 2731: 2718: 2713: 2710: 2669: 2660: 2650: 2645: 2632: 2627: 2611: 2602: 2597: 2575: 2565: 2560: 2547: 2542: 2526: 2517: 2512: 2509: 2445: 2435: 2430: 2417: 2406: 2405: 2395: 2390: 2387: 2362: 2353: 2343: 2338: 2325: 2320: 2310: 2305: 2295: 2290: 2281: 2279: 2250: 2241: 2231: 2226: 2207: 2197: 2192: 2179: 2168: 2167: 2154: 2149: 2136: 2126: 2121: 2108: 2097: 2096: 2071: 2061: 2056: 2040: 2030: 2025: 2002: 1991: 1990: 1980: 1975: 1965: 1960: 1950: 1939: 1938: 1920: 1915: 1900: 1899: 1887: 1883: 1881: 1836: 1831: 1821: 1816: 1807: 1805: 1734: 1722: 1717: 1701: 1696: 1681: 1673: 1659: 1645: 1634: 1601: 1596: 1587: 1579: 1550: 1527: 1493: 1481: 1476: 1464: 1459: 1427: 1415: 1410: 1398: 1389: 1374: 1360: 1352: 1347: 1317: 1312: 1306: 1279: 1274: 1268: 1242: 1237: 1210: 1173: 1147: 1133: 1132: 1117: 1112: 1106: 1068: 1057: 1046: 1041: 1003: 997: 992: 979: 974: 962: 957: 919: 905: 891: 883: 878: 844: 807: 793: 779: 771: 766: 748:. For general states of stress, plastic 723: 708: 703: 694: 686: 648: 634: 626: 581: 580: 578: 556: 547: 546: 538: 536: 479: 463: 452: 436: 428: 404: 388: 370: 338: 308: 299: 270: 246: 234: 210: 198: 166: 160: 139: 133: 112: 106: 85: 79: 190:The material has a linear elastic range. 15: 3374: 3173: 3132: 3064: 3004: 2981: 2934: 2925: 2917: 2903: 2879: 2837: 2804: 2757: 2732: 2714: 2646: 2628: 2598: 2561: 2543: 2513: 2431: 2408: 2391: 2339: 2321: 2306: 2291: 2282: 2227: 2193: 2170: 2150: 2122: 2099: 2057: 2026: 1993: 1976: 1961: 1941: 1916: 1902: 1888: 1832: 1817: 1808: 1779:Kinematics of multiplicative plasticity 1718: 1697: 1674: 1660: 1597: 1588: 1477: 1465: 1411: 1399: 1375: 1353: 1313: 1275: 1243: 1148: 1113: 1058: 1047: 993: 975: 963: 906: 884: 794: 772: 704: 695: 635: 557: 539: 1861:is the elastic (recoverable) part and 1339:, because of Hooke's law. Therefore, 582: 548: 323:{\displaystyle d\varepsilon _{p}>0} 3094:is a strain energy density function, 7: 31:theory that is used to describe the 2471:and is defined in an intermediate ( 255:{\displaystyle \sigma =\sigma _{y}} 219:{\displaystyle \sigma =\sigma _{0}} 128:). The stress at initial yield is 3409:Proceedings of the Royal Society A 3169: 3161: 2999: 2991: 1692: 1684: 1656: 1648: 1371: 1363: 1144: 1136: 902: 894: 790: 782: 14: 121:{\displaystyle \varepsilon _{p}} 94:{\displaystyle \varepsilon _{e}} 2700:Cauchy-Green deformation tensor 2491:while the skew-symmetric part ( 1787:, E. Kröner, in the context of 1394: 1388: 3074: 3059: 2944: 2898: 2792:tensor may then be defined as 2743: 2727: 2666: 2657: 2641: 2623: 2581: 2572: 2556: 2538: 2442: 2426: 2350: 2334: 2238: 2222: 2216: 2204: 2188: 2163: 2133: 2117: 2068: 2052: 2037: 2021: 1607: 1584: 1190:{\displaystyle d\lambda >0} 714: 691: 639: 631: 485: 453: 1: 3386:, Courier Dover Publications. 3204:Karush-Kuhn-Tucker conditions 2968:second Piola-Kirchhoff stress 590:{\displaystyle {\mathsf {D}}} 355:{\displaystyle d\sigma <0} 287:{\displaystyle d\sigma >0} 3504:Journal of Applied Mechanics 3470:Journal of Applied Mechanics 3198:Loading-unloading conditions 2489:plastic rate of deformation 1520:Prager consistency condition 573:where the stiffness matrix 504:. This is also called the 175:{\displaystyle \sigma _{y}} 148:{\displaystyle \sigma _{0}} 101:) and an inelastic strain ( 3576: 3118:Clausius-Duhem inequality 2469:plastic velocity gradient 1869:spatial velocity gradient 1538:{\displaystyle d\lambda } 3382:Lubliner, Jacob (2008), 1797:) can be decomposed as: 1752:Large deformation theory 671:Beyond the elastic limit 66:Small deformation theory 3430:10.1098/rspa.1955.0171 3359: 3296: 3188: 3081: 2951: 2855: 2775: 2677: 2458: 2370: 2262: 1846: 1742: 1620: 1568: 1539: 1501: 1435: 1333: 1295: 1257: 1219: 1191: 1159: 1076: 1011: 927: 859: 858:{\displaystyle f<0} 815: 731: 656: 591: 565: 498: 414: 356: 324: 288: 256: 220: 183: 176: 149: 122: 95: 21: 3360: 3306:Consistency condition 3297: 3189: 3082: 2952: 2856: 2776: 2696:hyperelastic material 2678: 2459: 2371: 2263: 1847: 1743: 1621: 1569: 1540: 1514:Consistency condition 1502: 1436: 1334: 1296: 1258: 1220: 1192: 1160: 1077: 1012: 928: 860: 816: 732: 657: 592: 566: 499: 415: 357: 325: 289: 257: 221: 177: 150: 123: 96: 73: 19: 3540:Plasticity (physics) 3317: 3212: 3127: 2977: 2875: 2799: 2709: 2508: 2386: 2278: 1880: 1804: 1769:deformation gradient 1633: 1578: 1567:{\displaystyle df=0} 1549: 1526: 1458: 1346: 1305: 1267: 1236: 1209: 1199:associated flow rule 1172: 1105: 1040: 956: 942:Strain decomposition 877: 843: 765: 685: 625: 577: 535: 427: 369: 337: 298: 269: 233: 197: 159: 132: 105: 78: 3555:Continuum mechanics 3516:1979JAM....46...78A 3482:1969JAM....36....1L 3461:Lee, E. H. (1969), 3422:1955RSPSA.231..263B 3396:Anandarajah (2010). 3116:Application of the 1762:rate of deformation 1203:normality condition 1026:Stability postulate 3355: 3292: 3184: 3077: 2947: 2896: 2851: 2827: 2771: 2673: 2621: 2536: 2454: 2366: 2258: 2256: 1842: 1789:crystal plasticity 1738: 1616: 1564: 1535: 1497: 1431: 1329: 1291: 1253: 1215: 1187: 1155: 1072: 1007: 923: 855: 811: 727: 652: 587: 561: 494: 410: 352: 320: 284: 252: 216: 184: 172: 145: 118: 91: 22: 3524:10.1115/1.3424532 3490:10.1115/1.3564580 3444:Erg. Angew. Math. 3416:(1185): 263–273, 3384:Plasticity Theory 3342: 3329: 3275: 3265: 3262: 3256: 3244: 3241: 3235: 3224: 3178: 3154: 3057: 3042: 3015: 2895: 2826: 2620: 2595: 2592: 2586: 2535: 2414: 2176: 2105: 1999: 1947: 1908: 1708: 1665: 1574:at yield because 1392: 1380: 1227:plastic potential 1225:is also called a 1218:{\displaystyle f} 1153: 911: 799: 506:Drucker stability 3567: 3527: 3526: 3499: 3493: 3492: 3467: 3458: 3452: 3451: 3439: 3433: 3432: 3403: 3397: 3394: 3388: 3387: 3379: 3364: 3362: 3361: 3356: 3344: 3343: 3335: 3331: 3330: 3322: 3301: 3299: 3298: 3293: 3277: 3276: 3268: 3263: 3260: 3254: 3242: 3239: 3233: 3226: 3225: 3217: 3193: 3191: 3190: 3185: 3179: 3177: 3176: 3167: 3159: 3156: 3155: 3147: 3141: 3140: 3135: 3086: 3084: 3083: 3078: 3073: 3072: 3067: 3058: 3055: 3043: 3041: 3033: 3025: 3016: 3014: 3013: 3012: 3007: 2997: 2989: 2984: 2956: 2954: 2953: 2948: 2943: 2942: 2937: 2928: 2920: 2912: 2911: 2906: 2897: 2888: 2882: 2864:The symmetrized 2860: 2858: 2857: 2852: 2846: 2845: 2840: 2828: 2819: 2813: 2812: 2807: 2780: 2778: 2777: 2772: 2766: 2765: 2760: 2751: 2750: 2741: 2740: 2735: 2723: 2722: 2717: 2682: 2680: 2679: 2674: 2665: 2664: 2655: 2654: 2649: 2637: 2636: 2631: 2622: 2613: 2607: 2606: 2601: 2593: 2590: 2584: 2580: 2579: 2570: 2569: 2564: 2552: 2551: 2546: 2537: 2528: 2522: 2521: 2516: 2497:) is called the 2463: 2461: 2460: 2455: 2453: 2452: 2440: 2439: 2434: 2422: 2421: 2416: 2415: 2407: 2400: 2399: 2394: 2375: 2373: 2372: 2367: 2361: 2360: 2348: 2347: 2342: 2330: 2329: 2324: 2315: 2314: 2309: 2300: 2299: 2294: 2285: 2267: 2265: 2264: 2259: 2257: 2249: 2248: 2236: 2235: 2230: 2215: 2214: 2202: 2201: 2196: 2184: 2183: 2178: 2177: 2169: 2159: 2158: 2153: 2144: 2143: 2131: 2130: 2125: 2113: 2112: 2107: 2106: 2098: 2088: 2084: 2080: 2079: 2078: 2066: 2065: 2060: 2048: 2047: 2035: 2034: 2029: 2012: 2008: 2007: 2006: 2001: 2000: 1992: 1985: 1984: 1979: 1970: 1969: 1964: 1955: 1954: 1949: 1948: 1940: 1928: 1927: 1919: 1910: 1909: 1901: 1891: 1851: 1849: 1848: 1843: 1841: 1840: 1835: 1826: 1825: 1820: 1811: 1747: 1745: 1744: 1739: 1727: 1726: 1721: 1709: 1707: 1706: 1705: 1700: 1690: 1682: 1677: 1666: 1664: 1663: 1654: 1646: 1625: 1623: 1622: 1617: 1606: 1605: 1600: 1591: 1573: 1571: 1570: 1565: 1544: 1542: 1541: 1536: 1506: 1504: 1503: 1498: 1486: 1485: 1480: 1468: 1440: 1438: 1437: 1432: 1420: 1419: 1414: 1402: 1393: 1390: 1381: 1379: 1378: 1369: 1361: 1356: 1338: 1336: 1335: 1330: 1322: 1321: 1316: 1300: 1298: 1297: 1292: 1284: 1283: 1278: 1262: 1260: 1259: 1254: 1246: 1224: 1222: 1221: 1216: 1205:. The function 1196: 1194: 1193: 1188: 1164: 1162: 1161: 1156: 1154: 1152: 1151: 1142: 1134: 1122: 1121: 1116: 1081: 1079: 1078: 1073: 1061: 1050: 1016: 1014: 1013: 1008: 1002: 1001: 996: 984: 983: 978: 966: 932: 930: 929: 924: 912: 910: 909: 900: 892: 887: 864: 862: 861: 856: 820: 818: 817: 812: 800: 798: 797: 788: 780: 775: 736: 734: 733: 728: 713: 712: 707: 698: 661: 659: 658: 653: 638: 596: 594: 593: 588: 586: 585: 570: 568: 567: 562: 560: 552: 551: 542: 503: 501: 500: 495: 484: 483: 468: 467: 419: 417: 416: 411: 409: 408: 393: 392: 361: 359: 358: 353: 329: 327: 326: 321: 313: 312: 293: 291: 290: 285: 261: 259: 258: 253: 251: 250: 225: 223: 222: 217: 215: 214: 181: 179: 178: 173: 171: 170: 154: 152: 151: 146: 144: 143: 127: 125: 124: 119: 117: 116: 100: 98: 97: 92: 90: 89: 3575: 3574: 3570: 3569: 3568: 3566: 3565: 3564: 3560:Solid mechanics 3545: 3544: 3536: 3531: 3530: 3501: 3500: 3496: 3465: 3460: 3459: 3455: 3441: 3440: 3436: 3405: 3404: 3400: 3395: 3391: 3381: 3380: 3376: 3371: 3315: 3314: 3308: 3210: 3209: 3200: 3168: 3160: 3130: 3125: 3124: 3114: 3062: 3034: 3026: 3002: 2998: 2990: 2975: 2974: 2932: 2901: 2873: 2872: 2835: 2802: 2797: 2796: 2755: 2742: 2730: 2712: 2707: 2706: 2692: 2656: 2644: 2626: 2596: 2571: 2559: 2541: 2511: 2506: 2505: 2441: 2429: 2404: 2389: 2384: 2383: 2349: 2337: 2319: 2304: 2289: 2276: 2275: 2255: 2254: 2237: 2225: 2203: 2191: 2166: 2148: 2132: 2120: 2095: 2086: 2085: 2067: 2055: 2036: 2024: 2020: 2016: 1989: 1974: 1959: 1937: 1936: 1932: 1914: 1892: 1878: 1877: 1830: 1815: 1802: 1801: 1781: 1754: 1716: 1695: 1691: 1683: 1655: 1647: 1631: 1630: 1595: 1576: 1575: 1547: 1546: 1524: 1523: 1516: 1475: 1456: 1455: 1409: 1370: 1362: 1344: 1343: 1311: 1303: 1302: 1273: 1265: 1264: 1234: 1233: 1207: 1206: 1170: 1169: 1143: 1135: 1111: 1103: 1102: 1092: 1038: 1037: 991: 973: 954: 953: 901: 893: 875: 874: 841: 840: 825:neutral loading 789: 781: 763: 762: 702: 683: 682: 623: 622: 575: 574: 533: 532: 475: 459: 425: 424: 400: 384: 367: 366: 335: 334: 304: 296: 295: 267: 266: 242: 231: 230: 206: 195: 194: 162: 157: 156: 135: 130: 129: 108: 103: 102: 81: 76: 75: 68: 60:hardening model 29:solid mechanics 25:Flow plasticity 12: 11: 5: 3573: 3571: 3563: 3562: 3557: 3547: 3546: 3543: 3542: 3535: 3532: 3529: 3528: 3494: 3453: 3434: 3398: 3389: 3373: 3372: 3370: 3367: 3366: 3365: 3354: 3350: 3347: 3341: 3338: 3328: 3325: 3307: 3304: 3303: 3302: 3291: 3287: 3284: 3281: 3274: 3271: 3259: 3253: 3250: 3247: 3238: 3232: 3229: 3223: 3220: 3199: 3196: 3195: 3194: 3183: 3175: 3171: 3166: 3163: 3153: 3150: 3144: 3139: 3134: 3113: 3110: 3088: 3087: 3076: 3071: 3066: 3061: 3052: 3049: 3046: 3040: 3037: 3032: 3029: 3022: 3019: 3011: 3006: 3001: 2996: 2993: 2987: 2983: 2958: 2957: 2946: 2941: 2936: 2931: 2927: 2923: 2919: 2915: 2910: 2905: 2900: 2894: 2891: 2885: 2881: 2862: 2861: 2850: 2844: 2839: 2834: 2831: 2825: 2822: 2816: 2811: 2806: 2782: 2781: 2770: 2764: 2759: 2754: 2749: 2745: 2739: 2734: 2729: 2726: 2721: 2716: 2691: 2690:Elastic regime 2688: 2684: 2683: 2672: 2668: 2663: 2659: 2653: 2648: 2643: 2640: 2635: 2630: 2625: 2619: 2616: 2610: 2605: 2600: 2589: 2583: 2578: 2574: 2568: 2563: 2558: 2555: 2550: 2545: 2540: 2534: 2531: 2525: 2520: 2515: 2487:is called the 2465: 2464: 2451: 2448: 2444: 2438: 2433: 2428: 2425: 2420: 2413: 2410: 2403: 2398: 2393: 2377: 2376: 2365: 2359: 2356: 2352: 2346: 2341: 2336: 2333: 2328: 2323: 2318: 2313: 2308: 2303: 2298: 2293: 2288: 2284: 2269: 2268: 2253: 2247: 2244: 2240: 2234: 2229: 2224: 2221: 2218: 2213: 2210: 2206: 2200: 2195: 2190: 2187: 2182: 2175: 2172: 2165: 2162: 2157: 2152: 2147: 2142: 2139: 2135: 2129: 2124: 2119: 2116: 2111: 2104: 2101: 2094: 2091: 2089: 2087: 2083: 2077: 2074: 2070: 2064: 2059: 2054: 2051: 2046: 2043: 2039: 2033: 2028: 2023: 2019: 2015: 2011: 2005: 1998: 1995: 1988: 1983: 1978: 1973: 1968: 1963: 1958: 1953: 1946: 1943: 1935: 1931: 1926: 1923: 1918: 1913: 1907: 1904: 1898: 1895: 1893: 1890: 1886: 1885: 1875: 1853: 1852: 1839: 1834: 1829: 1824: 1819: 1814: 1810: 1780: 1777: 1773: 1772: 1765: 1753: 1750: 1749: 1748: 1737: 1733: 1730: 1725: 1720: 1715: 1712: 1704: 1699: 1694: 1689: 1686: 1680: 1676: 1672: 1669: 1662: 1658: 1653: 1650: 1644: 1641: 1638: 1615: 1612: 1609: 1604: 1599: 1594: 1590: 1586: 1583: 1563: 1560: 1557: 1554: 1534: 1531: 1515: 1512: 1508: 1507: 1496: 1492: 1489: 1484: 1479: 1474: 1471: 1467: 1463: 1449:work hardening 1442: 1441: 1430: 1426: 1423: 1418: 1413: 1408: 1405: 1401: 1397: 1387: 1384: 1377: 1373: 1368: 1365: 1359: 1355: 1351: 1328: 1325: 1320: 1315: 1310: 1290: 1287: 1282: 1277: 1272: 1252: 1249: 1245: 1241: 1214: 1186: 1183: 1180: 1177: 1166: 1165: 1150: 1146: 1141: 1138: 1131: 1128: 1125: 1120: 1115: 1110: 1091: 1088: 1087: 1086: 1085: 1084: 1083: 1082: 1071: 1067: 1064: 1060: 1056: 1053: 1049: 1045: 1030: 1029: 1022: 1021: 1020: 1019: 1018: 1017: 1006: 1000: 995: 990: 987: 982: 977: 972: 969: 965: 961: 946: 945: 938: 937: 936: 935: 934: 933: 922: 918: 915: 908: 904: 899: 896: 890: 886: 882: 867: 866: 854: 851: 848: 833: 832: 831: 830: 829: 828: 821: 810: 806: 803: 796: 792: 787: 784: 778: 774: 770: 755: 754: 742: 741: 740: 739: 738: 737: 726: 722: 719: 716: 711: 706: 701: 697: 693: 690: 675: 674: 667: 666: 665: 664: 663: 662: 651: 647: 644: 641: 637: 633: 630: 615: 614: 603: 602: 601: 600: 599: 598: 584: 571: 559: 555: 550: 545: 541: 525: 524: 510: 509: 493: 490: 487: 482: 478: 474: 471: 466: 462: 458: 455: 451: 448: 445: 442: 439: 435: 432: 421: 407: 403: 399: 396: 391: 387: 383: 380: 377: 374: 363: 351: 348: 345: 342: 331: 319: 316: 311: 307: 303: 283: 280: 277: 274: 263: 249: 245: 241: 238: 227: 213: 209: 205: 202: 191: 169: 165: 142: 138: 115: 111: 88: 84: 67: 64: 48:linear elastic 13: 10: 9: 6: 4: 3: 2: 3572: 3561: 3558: 3556: 3553: 3552: 3550: 3541: 3538: 3537: 3533: 3525: 3521: 3517: 3513: 3509: 3505: 3498: 3495: 3491: 3487: 3483: 3479: 3475: 3471: 3464: 3457: 3454: 3449: 3445: 3438: 3435: 3431: 3427: 3423: 3419: 3415: 3411: 3410: 3402: 3399: 3393: 3390: 3385: 3378: 3375: 3368: 3352: 3348: 3345: 3339: 3336: 3326: 3323: 3313: 3312: 3311: 3305: 3289: 3285: 3282: 3279: 3272: 3269: 3257: 3251: 3248: 3245: 3236: 3230: 3227: 3221: 3218: 3208: 3207: 3206: 3205: 3197: 3181: 3164: 3151: 3148: 3142: 3137: 3123: 3122: 3121: 3119: 3111: 3109: 3107: 3103: 3102: 3097: 3093: 3069: 3050: 3047: 3044: 3038: 3035: 3030: 3027: 3020: 3017: 3009: 2994: 2985: 2973: 2972: 2971: 2969: 2965: 2964: 2939: 2929: 2921: 2913: 2908: 2892: 2889: 2883: 2871: 2870: 2869: 2867: 2866:Mandel stress 2848: 2842: 2832: 2829: 2823: 2820: 2814: 2809: 2795: 2794: 2793: 2791: 2790:Hencky strain 2787: 2768: 2762: 2752: 2747: 2737: 2724: 2719: 2705: 2704: 2703: 2701: 2697: 2689: 2687: 2670: 2661: 2651: 2638: 2633: 2617: 2614: 2608: 2603: 2587: 2576: 2566: 2553: 2548: 2532: 2529: 2523: 2518: 2504: 2503: 2502: 2500: 2496: 2495: 2490: 2486: 2485: 2480: 2479: 2474: 2470: 2449: 2446: 2436: 2423: 2418: 2411: 2401: 2396: 2382: 2381: 2380: 2379:The quantity 2363: 2357: 2354: 2344: 2331: 2326: 2316: 2311: 2301: 2296: 2286: 2274: 2273: 2272: 2251: 2245: 2242: 2232: 2219: 2211: 2208: 2198: 2185: 2180: 2173: 2160: 2155: 2145: 2140: 2137: 2127: 2114: 2109: 2102: 2092: 2090: 2081: 2075: 2072: 2062: 2049: 2044: 2041: 2031: 2017: 2013: 2009: 2003: 1996: 1986: 1981: 1971: 1966: 1956: 1951: 1944: 1933: 1929: 1924: 1921: 1911: 1905: 1896: 1894: 1876: 1874: 1873: 1872: 1871:is given by 1870: 1866: 1865: 1860: 1859: 1837: 1827: 1822: 1812: 1800: 1799: 1798: 1796: 1795: 1790: 1786: 1778: 1776: 1770: 1766: 1763: 1759: 1758: 1757: 1751: 1735: 1731: 1728: 1723: 1713: 1710: 1702: 1687: 1678: 1670: 1667: 1651: 1642: 1639: 1636: 1629: 1628: 1627: 1613: 1610: 1602: 1592: 1581: 1561: 1558: 1555: 1552: 1532: 1529: 1521: 1513: 1511: 1494: 1490: 1487: 1482: 1472: 1469: 1461: 1454: 1453: 1452: 1450: 1445: 1428: 1424: 1421: 1416: 1406: 1403: 1395: 1385: 1382: 1366: 1357: 1349: 1342: 1341: 1340: 1326: 1323: 1318: 1308: 1288: 1285: 1280: 1270: 1250: 1247: 1239: 1230: 1228: 1212: 1204: 1200: 1184: 1181: 1178: 1175: 1139: 1129: 1126: 1123: 1118: 1108: 1101: 1100: 1099: 1097: 1089: 1069: 1065: 1062: 1054: 1051: 1043: 1036: 1035: 1034: 1033: 1032: 1031: 1027: 1024: 1023: 1004: 998: 988: 985: 980: 970: 967: 959: 952: 951: 950: 949: 948: 947: 943: 940: 939: 920: 916: 913: 897: 888: 880: 873: 872: 871: 870: 869: 868: 852: 849: 846: 838: 835: 834: 826: 822: 808: 804: 801: 785: 776: 768: 761: 760: 759: 758: 757: 756: 751: 747: 744: 743: 724: 720: 717: 709: 699: 688: 681: 680: 679: 678: 677: 676: 672: 669: 668: 649: 645: 642: 628: 621: 620: 619: 618: 617: 616: 612: 611:Yield surface 608: 607:Elastic limit 605: 604: 572: 553: 543: 531: 530: 529: 528: 527: 526: 522: 518: 515: 514: 513: 507: 491: 488: 480: 476: 472: 469: 464: 460: 456: 449: 446: 443: 440: 437: 433: 430: 422: 405: 401: 397: 394: 389: 385: 381: 378: 375: 372: 364: 349: 346: 343: 340: 332: 317: 314: 309: 305: 301: 281: 278: 275: 272: 264: 247: 243: 239: 236: 228: 211: 207: 203: 200: 192: 189: 188: 187: 167: 163: 140: 136: 113: 109: 86: 82: 72: 65: 63: 61: 57: 53: 49: 45: 40: 38: 34: 30: 26: 18: 3510:(1): 78–82, 3507: 3503: 3497: 3473: 3469: 3456: 3447: 3443: 3437: 3413: 3407: 3401: 3392: 3383: 3377: 3309: 3201: 3115: 3105: 3100: 3099: 3095: 3091: 3089: 2962: 2961: 2959: 2863: 2783: 2702:defined as: 2693: 2685: 2499:plastic spin 2498: 2493: 2492: 2488: 2483: 2482: 2477: 2476: 2473:incompatible 2468: 2467:is called a 2466: 2378: 2270: 1863: 1862: 1857: 1856: 1854: 1793: 1792: 1782: 1774: 1755: 1626:, and hence 1517: 1509: 1446: 1443: 1231: 1167: 1093: 1025: 941: 836: 824: 749: 745: 670: 606: 597:is constant. 516: 511: 185: 52:hyperelastic 41: 24: 23: 2786:logarithmic 1785:B. A. Bilby 521:Hooke's law 3549:Categories 3476:(1): 1–6, 3369:References 517:Elasticity 3340:˙ 3327:˙ 3324:λ 3273:˙ 3270:λ 3249:≤ 3228:≥ 3222:˙ 3219:λ 3170:∂ 3162:∂ 3152:˙ 3149:λ 3112:Flow rule 3051:μ 3000:∂ 2992:∂ 2930:⋅ 2914:⋅ 2833:⁡ 2753:⋅ 2639:− 2447:− 2424:⋅ 2412:˙ 2355:− 2332:⋅ 2317:⋅ 2243:− 2220:⋅ 2209:− 2186:⋅ 2174:˙ 2161:⋅ 2138:− 2115:⋅ 2103:˙ 2073:− 2050:⋅ 2042:− 2014:⋅ 1997:˙ 1987:⋅ 1957:⋅ 1945:˙ 1922:− 1912:⋅ 1906:˙ 1828:⋅ 1719:ε 1698:ε 1693:∂ 1685:∂ 1675:σ 1661:σ 1657:∂ 1649:∂ 1598:ε 1589:σ 1533:λ 1488:≥ 1478:ε 1466:σ 1412:ε 1400:σ 1376:σ 1372:∂ 1364:∂ 1354:σ 1314:ε 1276:ε 1244:σ 1179:λ 1149:σ 1145:∂ 1137:∂ 1130:λ 1114:ε 1096:flow rule 1090:Flow rule 1063:≥ 1059:ε 1048:σ 994:ε 976:ε 964:ε 907:σ 903:∂ 895:∂ 885:σ 837:Unloading 802:≥ 795:σ 791:∂ 783:∂ 773:σ 705:ε 696:σ 636:σ 558:ε 540:σ 489:≥ 477:ε 461:ε 450:σ 441:ε 434:σ 402:ε 386:ε 376:ε 344:σ 306:ε 276:σ 244:σ 237:σ 208:σ 201:σ 164:σ 137:σ 110:ε 83:ε 56:flow rule 37:flow rule 3534:See also 3512:Bibcode 3478:Bibcode 3450:: 1–179 3418:Bibcode 2966:is the 750:loading 746:Loading 33:plastic 3264:  3261:  3255:  3243:  3240:  3234:  3098:= det( 3090:where 2960:where 2594:  2591:  2585:  1855:where 1447:For a 1168:where 58:and a 44:strain 3466:(PDF) 2481:) of 1263:when 753:i.e., 27:is a 2784:The 1767:the 1760:the 1518:The 1286:> 1182:> 914:< 850:< 347:< 315:> 279:> 3520:doi 3486:doi 3426:doi 3414:231 3104:), 3056:dev 2788:or 1391:and 50:or 3551:: 3518:, 3508:46 3506:, 3484:, 3474:36 3472:, 3468:, 3446:, 3424:, 3412:, 2884::= 2830:ln 2815::= 2725::= 2501:: 2402::= 1229:. 62:. 3522:: 3514:: 3488:: 3480:: 3448:5 3428:: 3420:: 3353:. 3349:0 3346:= 3337:f 3290:. 3286:0 3283:= 3280:f 3258:, 3252:0 3246:f 3237:, 3231:0 3182:. 3174:M 3165:f 3143:= 3138:p 3133:D 3106:μ 3101:F 3096:J 3092:W 3075:) 3070:e 3065:E 3060:( 3048:2 3045:+ 3039:J 3036:d 3031:U 3028:d 3021:J 3018:= 3010:e 3005:E 2995:W 2986:= 2982:M 2963:S 2945:) 2940:e 2935:C 2926:S 2922:+ 2918:S 2909:e 2904:C 2899:( 2893:2 2890:1 2880:M 2849:. 2843:e 2838:C 2824:2 2821:1 2810:e 2805:E 2769:. 2763:e 2758:F 2748:T 2744:) 2738:e 2733:F 2728:( 2720:e 2715:C 2671:. 2667:] 2662:T 2658:) 2652:p 2647:L 2642:( 2634:p 2629:L 2624:[ 2618:2 2615:1 2609:= 2604:p 2599:W 2588:, 2582:] 2577:T 2573:) 2567:p 2562:L 2557:( 2554:+ 2549:p 2544:L 2539:[ 2533:2 2530:1 2524:= 2519:p 2514:D 2494:W 2484:L 2478:D 2450:1 2443:) 2437:p 2432:F 2427:( 2419:p 2409:F 2397:p 2392:L 2364:. 2358:1 2351:) 2345:e 2340:F 2335:( 2327:p 2322:L 2312:e 2307:F 2302:+ 2297:e 2292:l 2287:= 2283:l 2252:. 2246:1 2239:) 2233:e 2228:F 2223:( 2217:] 2212:1 2205:) 2199:p 2194:F 2189:( 2181:p 2171:F 2164:[ 2156:e 2151:F 2146:+ 2141:1 2134:) 2128:e 2123:F 2118:( 2110:e 2100:F 2093:= 2082:] 2076:1 2069:) 2063:e 2058:F 2053:( 2045:1 2038:) 2032:p 2027:F 2022:( 2018:[ 2010:) 2004:p 1994:F 1982:e 1977:F 1972:+ 1967:p 1962:F 1952:e 1942:F 1934:( 1930:= 1925:1 1917:F 1903:F 1897:= 1889:l 1864:F 1858:F 1838:p 1833:F 1823:e 1818:F 1813:= 1809:F 1794:F 1736:. 1732:0 1729:= 1724:p 1714:d 1711:: 1703:p 1688:f 1679:+ 1671:d 1668:: 1652:f 1643:= 1640:f 1637:d 1614:0 1611:= 1608:) 1603:p 1593:, 1585:( 1582:f 1562:0 1559:= 1556:f 1553:d 1530:d 1495:. 1491:0 1483:p 1473:d 1470:: 1462:d 1429:. 1425:0 1422:= 1417:p 1407:d 1404:: 1396:d 1386:0 1383:= 1367:f 1358:: 1350:d 1327:0 1324:= 1319:e 1309:d 1289:0 1281:p 1271:d 1251:0 1248:= 1240:d 1213:f 1185:0 1176:d 1140:f 1127:d 1124:= 1119:p 1109:d 1070:. 1066:0 1055:d 1052:: 1044:d 1005:. 999:p 989:d 986:+ 981:e 971:d 968:= 960:d 921:. 917:0 898:f 889:: 881:d 853:0 847:f 809:. 805:0 786:f 777:: 769:d 725:. 721:0 718:= 715:) 710:p 700:, 692:( 689:f 650:. 646:0 643:= 640:) 632:( 629:f 609:( 583:D 554:: 549:D 544:= 519:( 492:0 486:) 481:p 473:d 470:+ 465:e 457:d 454:( 447:d 444:= 438:d 431:d 406:p 398:d 395:+ 390:e 382:d 379:= 373:d 350:0 341:d 330:. 318:0 310:p 302:d 282:0 273:d 262:. 248:y 240:= 226:. 212:0 204:= 182:. 168:y 141:0 114:p 87:e

Index


solid mechanics
plastic
flow rule
strain
linear elastic
hyperelastic
flow rule
hardening model

Drucker stability
Hooke's law
Yield surface
flow rule
associated flow rule
normality condition
plastic potential
work hardening
Prager consistency condition
rate of deformation
deformation gradient
B. A. Bilby
crystal plasticity
spatial velocity gradient
incompatible
hyperelastic material
Cauchy-Green deformation tensor
logarithmic
Hencky strain
Mandel stress

Text is available under the Creative Commons Attribution-ShareAlike License. Additional terms may apply.