1993
DOI: 10.1061/(asce)0733-9399(1993)119:12(2426)
|View full text |Cite
|
Sign up to set email alerts
|

Three‐Degree‐of‐Freedom Model for Galloping. Part II: Solutions

Help me understand this report

Search citation statements

Order By: Relevance

Paper Sections

Select...
1
1
1
1

Citation Types

2
40
0

Year Published

2000
2000
2015
2015

Publication Types

Select...
5
2
1

Relationship

2
6

Authors

Journals

citations
Cited by 92 publications
(42 citation statements)
references
References 5 publications
2
40
0
Order By: Relevance
“…A numerical analysis has been performed on a sample cable, already analyzed in the literature [Luongo and Piccardo 1998;Yu et al 1993a;1993b], having an axial stiffness EA = 29.7 × 10 6 N, a torsional stiffness G J = 159 Nm 2 , a diameter D = 0.0281 m, a length = 267 m, a sag d = 6.18 m and damping ratio coefficients equal to 0.44%; moreover, a bending stiffness E I = 2100 Nm 2 has been assumed, consistently with experimental observations on several types of cables with sufficiently high axial tension and small curvature values [Hong et al 2005]. According to these values, the cable is initially close to the first cross-over point [Irvine and Caughey 1984].…”
Section: Numerical Resultsmentioning
confidence: 99%
See 1 more Smart Citation
“…A numerical analysis has been performed on a sample cable, already analyzed in the literature [Luongo and Piccardo 1998;Yu et al 1993a;1993b], having an axial stiffness EA = 29.7 × 10 6 N, a torsional stiffness G J = 159 Nm 2 , a diameter D = 0.0281 m, a length = 267 m, a sag d = 6.18 m and damping ratio coefficients equal to 0.44%; moreover, a bending stiffness E I = 2100 Nm 2 has been assumed, consistently with experimental observations on several types of cables with sufficiently high axial tension and small curvature values [Hong et al 2005]. According to these values, the cable is initially close to the first cross-over point [Irvine and Caughey 1984].…”
Section: Numerical Resultsmentioning
confidence: 99%
“…Two different U-shaped conductors have been taken into account, already considered in the literature: a cross-section with the symmetry axis placed on a z -direction (CS1 in the sequel), having its maximum ice eccentricity opposite to the mean wind (m = 1.80 kg/m, ice included; see [Yu et al 1993b]), and a cross-section with the symmetry axis rotated through −44.4 • with respect to a z -direction (CS2 in the sequel), having greater ice thickness (m = 2.00 kg/m, ice included; see [Tunstall 1989]). In both cases the specified configuration is the most prone to galloping.…”
Section: Parametric Analysismentioning
confidence: 99%
“…However, since the aerodynamic forces depend on the twist, this, in turn, affects the system dynamics. It is interesting to note that, while the bending does not affect the translational dynamics, it, in contrast, contributes to the twist dynamics, differently from certain models used in the literature [15][16][17], where it is inconsistently neglected.…”
Section: Current Configurationmentioning
confidence: 99%
“…An attempt to roughly take into account the twist in the aerodynamic model of cables was performed in [14]. In [15][16][17], while considering a more realistic extension-torsion coupled constitutive law, a strongly simplified kinematic model was developed. There twist, but not bending, was accounted for, and the influence of the initial curvature on the torsion strain was ignored.…”
mentioning
confidence: 99%
“…Iced conductor galloping is one of typical structural selfexcitation vibration phenomenon, including strong nonlinearity, and galloping influence factors are complicated [4][5][6][7][8][9] . The concrete pertinent research works shall be developed according to the concrete line engineering conditions, meteorological and geographic conditions, and effective antigalloping measures shall be developed to ensure safe and stable operation of the line.…”
Section: Introductionmentioning
confidence: 99%