| 000 | 03237nam a22007577a 4500 | ||
|---|---|---|---|
| 001 | NM002936 | ||
| 003 | AR-HaUTN | ||
| 007 | ta | ||
| 008 | 52020n ||||||||||||||000 | spa|| | ||
| 005 | 20240930172254.0 | ||
| 040 | _aAR-HaUTN | ||
| 100 |
_aNádai, A. _97684 |
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| 245 |
_aPlasticity _ba mechanics of the plastic state of matter _cA. Nádai , A. M. Wahl |
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| 250 | _a[1st?] ed., 4th impr. | ||
| 260 | _aNew York | ||
| 300 | _axxiii, 349 p. | ||
| 500 | _aIndice alfabético, al final del libro | ||
| 504 | _aReferencias bibliográficas para los capítulos 40 a 45 p. 340 | ||
| 505 | _tSolid and fluid states. Plasticity and viscosity | ||
| 505 | _tBehavior of matter under high pressure | ||
| 505 | _tThe ordered and unordered states of matter | ||
| 505 | _tEffect of grain structure and of changing temperature upon the strengthtime effects | ||
| 505 | _tElastic and permanent deformation | ||
| 505 | _tOn the mechanism of plastic deformation in the grain structure | ||
| 505 | _tStress | ||
| 505 | _tMohr's representation of stress | ||
| 505 | _tStrain | ||
| 505 | _tInfinitesimal strain | ||
| 505 | _tLimiting states of stress | ||
| 505 | _tTheories of strength and related tests | ||
| 505 | _tNew theories | ||
| 505 | _tThe stationary flow of a plastic mass | ||
| 505 | _tTension | ||
| 505 | _tStrain of flow figures | ||
| 505 | _tCompression | ||
| 505 | _tTorsion of a cylindrical bar of circular crosssection | ||
| 505 | _tThe problem of plastic torsion. Experimental representation of stress distribution | ||
| 505 | _tTorsion tests. The slip layers in twisted steels bars | ||
| 505 | _tEffect of holes or grooves in a region subjected to pure shear | ||
| 505 | _tBending of bars with arbitrary law of deformation | ||
| 505 | _tPure bending of bar with rectangular crosssection | ||
| 505 | _tBar subjected to plastic bending | ||
| 505 | _tPlastic bending considering work hardening | ||
| 505 | _tBuckling of bars after the yield point is exceeded | ||
| 505 | _tThe plane problem | ||
| 505 | _tThe trickwalled tube under internal pressure | ||
| 505 | _tPlastic flow in hollow cylinder for arbitrary law of deformation considering work hardening | ||
| 505 | _tDistribution of stress in rotating cylinders and discs | ||
| 505 | _tGeneral problems of plastic flow with axial symmetry about an axis | ||
| 505 | _tSystems of slip lines in two dimensional problems | ||
| 505 | _tPlastic masss pressed between two rough parallel plates | ||
| 505 | _tOther cases of plane plastic flow | ||
| 505 | _tHardness | ||
| 505 | _tThe problem of contact of elastic bodies | ||
| 505 | _tProtoelastic contact tests and observations of slip lines under plastic impressions | ||
| 505 | _tInherent and residual stresses | ||
| 505 | _tElasticity and plasticity at elevated temperatures. Creep of metals | ||
| 505 | _tFinite homogeneous strain | ||
| 505 | _tThe pressure in the Earth's interior | ||
| 505 | _tMountain building | ||
| 505 | _tPlastic layers between brittlelayers. The origin of the rocksalt domes | ||
| 505 | _tThe weight of the continents | ||
| 505 | _tTraces of motion in the structure of rocks | ||
| 700 |
_aWahl, A. M. _97685 |
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| 942 | _cBK | ||
| 999 |
_c2936 _d2936 |
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