Turkalj, Goran; Lanc, Domagoj; Brnic, Josip Large displacement beam model for creep buckling analysis of framed structures. (English) Zbl 1271.74272 Int. J. Struct. Stab. Dyn. 9, No. 1, 61-83 (2009). Cited in 1 Document MSC: 74K10 Rods (beams, columns, shafts, arches, rings, etc.) 74G60 Bifurcation and buckling Keywords:framed structures; spatial beam element; creep buckling; elastic-plasticity; large displacements Software:BMCA PDF BibTeX XML Cite \textit{G. Turkalj} et al., Int. J. Struct. Stab. Dyn. 9, No. 1, 61--83 (2009; Zbl 1271.74272) Full Text: DOI References: [1] Bažant Z. P., Stability of Structures: Elastic, Inelastic, Fracture and Damage Theories (1991) · Zbl 0744.73001 [2] DOI: 10.1016/S0143-974X(03)00027-0 · doi:10.1016/S0143-974X(03)00027-0 [3] Belytschko T., Nonlinear Finite Elements for Continua and Structures (2000) · Zbl 0959.74001 [4] DOI: 10.1016/S0143-974X(98)00200-4 · doi:10.1016/S0143-974X(98)00200-4 [5] Chen W. F., Theory of Beam-Columns 2 (1977) [6] DOI: 10.1002/(SICI)1097-0207(19960215)39:3<383::AID-NME859>3.0.CO;2-F · Zbl 0846.73067 · doi:10.1002/(SICI)1097-0207(19960215)39:3<383::AID-NME859>3.0.CO;2-F [7] DOI: 10.1007/978-1-4613-8428-1 · doi:10.1007/978-1-4613-8428-1 [8] DOI: 10.1142/S0219455404001094 · doi:10.1142/S0219455404001094 [9] DOI: 10.1016/j.compstruc.2003.07.006 · doi:10.1016/j.compstruc.2003.07.006 [10] DOI: 10.1007/978-1-4612-3864-5 · doi:10.1007/978-1-4612-3864-5 [11] Bathe K. J., Finite Element Procedure (1996) [12] DOI: 10.1002/9780470172667 · doi:10.1002/9780470172667 [13] DOI: 10.1061/(ASCE)0733-9399(1993)119:3(549) · doi:10.1061/(ASCE)0733-9399(1993)119:3(549) [14] McGuire W., Matrix Structural Analysis (2000) [15] DOI: 10.1016/0045-7949(83)90093-7 · doi:10.1016/0045-7949(83)90093-7 [16] Findley W. N., Creep and Relaxation of Nonlinear Viscoelastic Materials (1989) [17] Yang Y. B., Theory and Analysis of Nonlinear Framed Structures (1994) [18] DOI: 10.1007/978-1-4757-3546-8 · doi:10.1007/978-1-4757-3546-8 [19] DOI: 10.1002/nme.1620280106 · Zbl 0674.73052 · doi:10.1002/nme.1620280106 [20] DOI: 10.1007/978-94-011-0561-3 · doi:10.1007/978-94-011-0561-3 [21] DOI: 10.1016/0045-7949(87)90243-4 · Zbl 0609.73075 · doi:10.1016/0045-7949(87)90243-4 [22] DOI: 10.1002/nme.1620120116 · Zbl 0366.73032 · doi:10.1002/nme.1620120116 [23] Timoshenko S. P., Theory of Elastic Stability (1961) [24] DOI: 10.1016/0045-7949(79)90057-9 · Zbl 0417.73071 · doi:10.1016/0045-7949(79)90057-9 [25] DOI: 10.1016/0045-7825(79)90061-6 · Zbl 0419.73074 · doi:10.1016/0045-7825(79)90061-6 [26] DOI: 10.1002/nme.1620330303 · Zbl 0760.73069 · doi:10.1002/nme.1620330303 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. It attempts to reflect the references listed in the original paper as accurately as possible without claiming the completeness or perfect precision of the matching.