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Results 1 to 25 of 419

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Organic carbon and soil porosityEMERSON, W. W; MCGARRY, D.Australian journal of soil research. 2003, Vol 41, Num 1, pp 107-118, issn 0004-9573, 12 p.Article

Shakedown theory for elastic-perfectly plastic bodies revisitedPHAM DUC CHINH.International journal of mechanical sciences. 2003, Vol 45, Num 6-7, pp 1011-1027, issn 0020-7403, 17 p.Article

Liquid limit of soil mixtures = Limite liquidité des mélanges de solSIVAPULLAIAH, P. V; ASURI SRIDHARAN.ASTM geotechnical testing journal. 1985, Vol 8, Num 3, pp 111-116, issn 0149-6115Article

A numerical procedure for evaluating the plastic limit load of a circular plate using Mises yield criterionCHEN, Y. Z.Computers & structures. 1986, Vol 24, Num 5, pp 821-822, issn 0045-7949Article

Proposal of a rational methodology for the determination of plasticity limits = Proposition d'une méthodologie rationnelle pour la détermination des limites de plasticitéFEDERICO, A.Buletinul Stiintific - Institutul de Constructii Bucuresti. 1984, Vol 27, Num 1, pp 51-57, issn 0524-8159Article

CRITICAL REAPPRAISAL OF PLASTICITY INDEX OF SOILSNAGARAJ TS; JAVADEVA MS.1983; J. GEOTECH. ENG.; USA; DA. 1983; VOL. 109; NO 7; PP. 994-1000; BIBL. 18 REF.Article

Unified plastic limit analyses of circular plates under arbitrary loadMA, G; HAO, H; IWASAKI, S et al.Journal of applied mechanics. 1999, Vol 66, Num 2, pp 568-570, issn 0021-8936Article

A new method for establishing the upper and lower limits of clay plastic behaviourCANNON, S. B; WYNN, A. M.Tile & brick international. 1999, Vol 15, Num 2, pp 82-89, issn 0938-9806, 6 p.Article

Determination of the reserve of plasticity under the action of a currentOVCHINNIKOV, I. V.Strength of materials. 1993, Vol 25, Num 6, pp 437-441, issn 0039-2316Article

Limit analysis of grids under combined bending and torsionTIN-LOI, F; WAKEFIELD, R. R.Mechanics of structures and machines. 1990, Vol 18, Num 2, pp 159-173, issn 0890-5452, 15 p.Article

Recent extensions of Gurson's model for porous ductile métalsGOLOGANU, M; LEBLOND, J.-B; PERRIN, G et al.Problèmes non linéaires appliqués. Ecoles CEA-EDF-INRIA. 1998, pp 134-203, isbn 2-7261-1132-7Conference Paper

The transition between stress corrosion crack growth and plastic fracture. II: The effect of loading patternSMITH, E.Engineering fracture mechanics. 1984, Vol 20, Num 3, pp 515-520, issn 0013-7944Article

Use of the cone penetrometer to determine consistency limits = Utilisation du pénétromètre à cône pour déterminer les limites de consistanceBELVISO, R; CIAMPOLI, S; COTECCHIA, V et al.Ground engineering. 1985, Vol 18, Num 5, pp 21-22, issn 0017-4653Article

A Note on the Determination of Plastic Limit of Fine-Grained SoilsPRAKASH, K; SRIDHARAN, A; PRASANNA, H. S et al.ASTM geotechnical testing journal. 2009, Vol 32, Num 4, pp 372-374, issn 0149-6115, 3 p.Article

Determination of Plastic and Liquid Limits Using the Reverse Extrusion TechniqueKAYABALI, Kamil; TUFENKCI, Osman Oguz.ASTM geotechnical testing journal. 2010, Vol 33, Num 1, pp 14-22, issn 0149-6115, 9 p.Article

Worst scenario detection in limit analysis of trusses against deficiency of structural componentsKANNO, Yoshihiro.Engineering structures. 2012, Vol 42, pp 33-42, issn 0141-0296, 10 p.Article

RIGID-PLASTIC THEORY OF REINFORCED EARTHSAWICKI A.1979; ARCH. HYDROTECH.; POL; DA. 1979; VOL. 26; NO 3; PP. 419-428; ABS. POL/RUS; BIBL. 4 REF.Article

STABILITY OF OFFSHORE GRAVITY STRUCTURE FOUNDATIONS BY THE UPPER BOUND METHOD.MURFF JD; MILLER TW.1977; IN: ANNU. OFFSHORE TECHNOL. CONF. 9. PROC.; HOUSTON, TEX.; 1977; DALLAS, TEX.; OFFSHORE TECHNOL. CONF.; DA. 1977; VOL. 3; PP. 147-154; BIBL. 8 REF.Conference Paper

Study of Plastic Limit Load on Pressurized Cylinders With Lateral NozzleLI, N; SANG, Z. F; WIDERA, G. E. O et al.Journal of pressure vessel technology. 2008, Vol 130, Num 4, issn 0094-9930, 041210.1-041210.7Article

A concept for scaling JR-curves by plastic constraint factorsBROCKS, W; ANUSCHEWSKI, P; HELLMANN, D et al.International journal of fracture. 2004, Vol 130, Num 1, pp 455-469, issn 0376-9429, 15 p.Article

Plastic limit load of welded piping branch junctions under internal pressureXUAN, Fu-Zhen; LI, Pei-Ning; TU, Shan-Tung et al.Nuclear engineering and design. 2003, Vol 224, Num 1, pp 1-9, issn 0029-5493, 9 p.Article

Influence of material effects on structural ductility of compact I-shaped beams = Influence des propriétés des matériaux sur la ductilité des structures constituées de poutres compactes en IEARLS, C.J.Journal of structural engineering (New York, NY). 2000, Vol 126, Num 11, pp 1268-1278, issn 0733-9445Article

Experimental study of vector and scalar properties of 9kh2 steel in deformation along flat curvilinear trajectories. Part 2. Astroid-shaped trajectoriesGARANIKOV, V. V; ZUBCHANINOV, V. G; OKHLOPKOV, N. L et al.Strength of materials. 1999, Vol 31, Num 6, pp 559-563, issn 0039-2316Article

Analysis of forming limits using the Hill 1993 yield criterionSIGUANG XU; WEINMANN, K. J; CHANDRA, A et al.Journal of engineering materials and technology. 1998, Vol 120, Num 3, pp 236-241, issn 0094-4289Article

Plastic bending of a residually stressed beamKORSUNSKY, A. M; WITHERS, P. J.International journal of solids and structures. 1997, Vol 34, Num 16, pp 1985-2002, issn 0020-7683Article

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