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Extremal paths and holonomic constitutive laws in elastoplasticityREDDY, B. D; MARTIN, J. B; GRIFFIN, T. B et al.Quarterly of applied mathematics. 1987, Vol 45, Num 3, pp 487-502, issn 0033-569XArticle

The route that forces takeSKAKOON, James G.Mechanical engineering (New York, N.Y. 1919). 2008, Vol 130, Num 9, pp 39-42, issn 0025-6501, 4 p.Article

The influence of deformation path on adaptation process of a solidSACZUK, J.Archives of Mechanics. 1997, Vol 49, Num 3, pp 525-545, issn 0373-2029Conference Paper

Yield stress after double strain-path changeVIEIRA, M. F; FERNANDES, J. V; CHAPARRO, B et al.Materials science & engineering. A, Structural materials : properties, microstructure and processing. 2000, Vol 284, Num 1-2, pp 64-69, issn 0921-5093Article

Stress loading paths in elastic-plastic wave propagationSPECHT, U; LIN, X; BALLMANN, J et al.Zeitschrift für angewandte Mathematik und Mechanik. 1998, Vol 78, pp S741-S742, issn 0044-2267, SUP2Conference Paper

Prandtl-Reuss elastoplasticity : On-off switch and superposition formulaeHONG, H.-K; LIU, C.-S.International journal of solids and structures. 1997, Vol 34, Num 33-34, pp 4281-4304, issn 0020-7683Article

On the measurement of critical state parameters of dense granular soilsJIAN CHU; LO, S.-C. R.ASTM geotechnical testing journal. 1993, Vol 16, Num 1, pp 27-35, issn 0149-6115Article

Nonequilibrium response in attenuating smooth plane-wave frontsSANO, Y.Journal of applied physics. 1991, Vol 69, Num 5, pp 2987-2997, issn 0021-8979, 11 p.Article

On deformation under strain path with a cornerGUPTA, N. K; LAUERT, H.-A; ZDEBEL, U et al.Zeitschrift für angewandte Mathematik und Mechanik. 1990, Vol 70, Num 8, pp 325-330, issn 0044-2267, 6 p.Article

An extension to the Saeb and Amadei constitutive model for rock joints to include cyclic loading pathsSOULEY, M; HOMAND, F; AMADEI, B et al.International journal of rock mechanics and mining sciences & geomechanics abstracts. 1995, Vol 32, Num 2, pp 101-109, issn 0148-9062Article

Stress-path dependent shear strength of sandFEDA, J.Journal of geotechnical engineering. 1994, Vol 120, Num 6, pp 958-974, issn 0733-9410Article

A hollow cylinder torsional simple shear apparatus capable of a wide range of shear strain measurementKOFI AMPADU, S; TATSUOKA, F.ASTM geotechnical testing journal. 1993, Vol 16, Num 1, pp 3-17, issn 0149-6115Article

Response of granular soil along constant stress increment ratio path = Réponse de sols non cohérents le long de chemins à indice constant d'incrément de containteLO, S.-C. R; LEE, I. K.Journal of geotechnical engineering. 1990, Vol 116, Num 3, pp 355-376, issn 0733-9410Article

A modified three-surface elasto-plastic cap model and its numerical implementationDOLAREVIC, Samir; IBRAHIMBEGOVIC, Adnan.Computers & structures. 2007, Vol 85, Num 7-8, pp 419-430, issn 0045-7949, 12 p.Article

Plastic work and strain paths : the common geometric basis with phase stabilityRAVISHANKAR, C; VENKADESAN, S.Materials science & engineering. A, Structural materials : properties, microstructure and processing. 2000, Vol 282, Num 1-2, pp 74-77, issn 0921-5093Article

Exact solution of flow theory problems with isotropic-kinematic hardening. Part 2. Setting of the deformation trajectory in the spaces of total and plastic strainsROMASHCHENKO, V. A; LEPIKHIN, P. P; IVASHCHENKO, K. B et al.Strength of materials. 2000, Vol 32, Num 1, pp 41-48, issn 0039-2316Article

Features of the stress path at the post adaptation stage and related shakedown conditionsDRUYANOV, B; ROMAN, I.International journal of solids and structures. 1997, Vol 34, Num 29, pp 3773-3780, issn 0020-7683Article

Discontinuous bifurcation states for associated smooth plasticity and damage with isotropic elasticitySCHREYER, H. L; NEILSEN, M. K.International journal of solids and structures. 1996, Vol 33, Num 20-22, pp 3239-3256, issn 0020-7683Article

Collapse of pipelines under combined bending and external pressureCORONA, E; KYRIAKIDES, S.BOSS'88. 1988, pp 953-964, 12 p.Conference Paper

Prediction of intragranular strains in metallic polycrystals with a two-level homogenisation approach : Influence of dislocation microstructure on the mechanical behaviourGLOAGUEN, D; FRANCOIS, M.Physica status solidi. A, Applications and materials science (Print). 2006, Vol 203, Num 8, pp 1940-1953, issn 1862-6300, 14 p.Article

Discussion of the paper Effect of sampling disturbance on properties of Singapore Clay by Thiam-Sonn Tian, Fook-Hou Lee, Poh-Ting Chong and Hiroyuki Tanaka. Authors' replyCHANG, Ming-Fang; TAN, Thiam-Soon; LEE, Fook-Hou et al.Journal of geotechnical and geoenvironmental engineering. 2004, Vol 130, Num 1, pp 116-119, issn 1090-0241, 4 p.Article

Exact solution of problems of flow theory with isotropic-kinematic hardening. Part 1. Setting the loading trajectory in the space of stressesROMASHCHENKO, V. A; LEPIKHIN, P. P; IVASHCHENKO, K. B et al.Strength of materials. 1999, Vol 31, Num 6, pp 582-591, issn 0039-2316Article

A new in-laboratory method to make homogeneous clayey samples and their mechanical propertiesKATAGIRI, M; IMAI, G.Soils and foundations. 1994, Vol 34, Num 2, pp 87-93, issn 0038-0806Article

Permeability-strain equations corresponding to the complete stress-strain path of Yinzhung sandstoneLI SHIPING; LI USHOU; LI YI et al.International journal of rock mechanics and mining sciences & geomechanics abstracts. 1994, Vol 31, Num 4, pp 383-391, issn 0148-9062Article

Effect of reservoir stress path on compressibility and permeability of sandstonesRHETT, D. W; TEUFEL, L. W.Society of Petroleum Engineers. Annual Technical Conference & Exhibition. 1992, vol. Ω, 965-972Conference Paper

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