Boni, B.; Kleiber, M. Numerical plastic collapse analysis of plane bending-and-torque supporting grids. (English) Zbl 0409.73026 Computer Methods Appl. Mech. Engin. 19, 1-19 (1979). Page: −5 −4 −3 −2 −1 ±0 +1 +2 +3 +4 +5 Show Scanned Page Cited in 1 Document MSC: 74R20 Anelastic fracture and damage 74K10 Rods (beams, columns, shafts, arches, rings, etc.) 74S30 Other numerical methods in solid mechanics (MSC2010) Keywords:Limit Analysis Problem; Plane Bending-And-Torque Supporting Grids; Tangential Stiffness Method; Initial Stress Method PDFBibTeX XMLCite \textit{B. Boni} and \textit{M. Kleiber}, Comput. Methods Appl. Mech. Eng. 19, 1--19 (1979; Zbl 0409.73026) Full Text: DOI References: [1] Majid, K. I., Non-linear structures (1972), Butterworth: Butterworth London · Zbl 0268.73039 [2] Desai, C. S.; Abel, J. F., Introduction to the finite element method (1972), Van Nostrand-Reinhold: Van Nostrand-Reinhold New York [3] Gennaro, J. J., Computer methods in solid mechanics (1965), MacMillan [4] Hall, A. R.; Woodhead, R. W., Frame analysis (1961), Wiley: Wiley New York [5] Wozniak, C., Basic concepts of difference geometry, Annales Polon. Math., 28, 25-37 (1973) · Zbl 0251.53023 [6] Wozniak, C., Basic concepts of the mechanics of discretized bodies, Arch. Mech. Stos., 25, 87-102 (1973) · Zbl 0267.73009 [7] Kleiber, M., Statics of elastic lattice type shells, Arch. Mech. Stos., 25, 179-194 (1973) · Zbl 0275.73048 [8] Boni, B.; Kleiber, M., Limit analysis of plane bending-and-torque supporting grids, Arch. Inz. Lad., 21, 69-87 (1975) [9] Heyman, J., The limit design of a transversely loaded square grid, J. Appl. Mech., 19, 132-134 (1952) [10] Hongladaromp, T.; Rossow, E. C.; Lee, S. L., Analysis of elastic-plastic grid systems, J. Eng. Mech. Div. ASCE, 94, 241-270 (1968) [11] Grigorian, M., A.lower bound solution to the collapse of uniform rectangular grids on simple supports, Int. J. Mech. Sci., 13, 755-762 (1971) · Zbl 0222.73113 [12] Grigorian, M., The plastic design of orthotropic grids with fixed supports, Int. J. Mech. Sci., 14, 197-204 (1972) [13] Kwiecinski, M., Comment on: A lower bound solution to the collapse of uniform rectangular grid on simple supports, (Grigorian, M., Int. J. Mech. Sci., 14 (1972)), 469-470 [14] Heyman, J., The plastic design of grillages, Eng., 176, 802-809 (1953) [15] Askari, M. R., Calcul de la charge ultime des grillages compte terme de la rigidité à la torsion de poutres, Constr. Met., 1, 39-54 (1974) [16] Argyris, J. H.; Sharpf, D. W., Methods of elastoplastic analysis, ZAMP, 23, 517-553 (1972) [17] Bruinette, K. E.; Fenves, S. J., A general formulation of elastic-plastic analysis of space frameworks, (Davies, R. M., “Space structures”, The International Conf. of Space Struct. “Space structures”, The International Conf. of Space Struct, Univ. of Surrey (Sep. 1966)), 92-108 [18] Tranberg, W.; Swanwell, P.; Meek, J. L., Frame collapse using tangent stiffness, J. Struc. Div. ASME, 102, 659-674 (1976) [19] Zyczkowski, M., Combined stress state in the theory of plasticity [Polish] (1973), PWN: PWN Warsaw [20] Kwiecinski, M.; Kleiber, M., Limit load of polar grids treated as plane fibrous bodies, Arch. Inz. Lad., 2, 223-237 (1971) [21] Nayak, G. C.; Zienkiewicz, O. C., Note on the “alpha”-constant stiffness method for the analysis of non-linear problems, Int. J. Numer. Meths. Eng., 4, 579-582 (1972) · Zbl 0251.65081 This reference list is based on information provided by the publisher or from digital mathematics libraries. Its items are heuristically matched to zbMATH identifiers and may contain data conversion errors. In some cases that data have been complemented/enhanced by data from zbMATH Open. This attempts to reflect the references listed in the original paper as accurately as possible without claiming completeness or a perfect matching.