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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
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\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
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