Aeroelastic instability and wind-excited response of complex lighting poles and antenna masts

Nguyen, Cung H.; Freda, Andrea; Solari, Giovanni; Tubino, Federica

doi:10.1016/j.engstruct.2014.12.015

Cited by 29 publications

(15 citation statements)

References 18 publications

Supporting

Mentioning

Contrasting

Order By: Relevance

“…It is worth mentioning that different results may be obtained due the role of eccentricities. The presence of additional devices on the pole (peculiar features such as stairs, cable bundles, antennas, top balcony and/or parabolas) changes the aerodynamic properties and also the mechanical properties of the structural system [15].…”

Section: Figure 9 Design Methodology Of Steel Polesmentioning

confidence: 99%

See 1 more Smart Citation

Tubular Steel Poles Under Lateral Load Patterns

Tapia-Hernández¹

2016

Volume 12 Number 4

View full text Add to dashboard Cite

Hurricane Odile hit Baja California Sur, Mexico in 2014, causing substantial damage to local steel pole structures (light poles and electricity poles). Based on the failure characteristics observed on such poles, this paper develops an analytical study aimed at evaluating the wind-excited inelastic response of slender vertical cantilever structures. Displacement-controlled pushover analyses are performed in OpenSees. The research pretends to establish a reference of the deformation limit for the serviceability limit state in order to contribute to make conservative decisions in the design phase of steel poles.

show abstract

Section: Figure 9 Design Methodology Of Steel Polesmentioning

confidence: 99%

“…The high flexibility of poles makes them susceptible to wind resonant vibration [14,15]. So, the aerodynamic effects, which accounts for the interaction of the geometry of the pole on surface pressure, due to wind, must be included.…”

Section: Design Considerationsmentioning

confidence: 99%

Tubular Steel Poles Under Lateral Load Patterns

Tapia-Hernández¹

2016

Volume 12 Number 4

View full text Add to dashboard Cite

show abstract

“…In order to perform effective numerical tool the isogeometric analysis of 1D elements is very useful, see [19-21, 53, 54, 56]. For consideration of inner structure of fibers one may use extended models of beams taking into account microdeformations [55,66,67], instability issues [15,47,76,77], damage detection [23,24,60,70,71,75,81], and interaction between fibers similar to fluid-structure iteration [18,[62][63][64][65].…”

Section: Introductionmentioning

confidence: 99%

On the effect of shear stiffness on the plane deformation of linear second gradient pantographic sheets

et al. 2016

View full text Add to dashboard Cite

Recently it has been proposed the study of a new class of bidimensional metamaterials, which have been called extensible pantographic sheets. Such bidimensional continua are the generalization of the continua introduced in as they take simultaneously into account the elastic energy in the extensional deformation and geodesic bending of constituting fibers. In the present paper we consider in the deformation energy a term accounting for the effect of shear deformation. The phenomena which we highlight can be of relevance to model the mechanical behavior of composite fiber reinforcements and of some lattices of beams constrained by internal pivots. We compare the effect of different linear or cubic shear stiffnesses i) on the deformation of pairs of pantographic sheets suitably interconnected and ii) on the deformation of pantographic sheets deformed under the action of forces concentrated on points.

show abstract

“…The deficiencies of classical approaches when the material behavior exhibits size-scale effects are investigated in [59], and in [47] a novel invariance requirement (micro-randomness) in addition to isotropy is formulated, which implies conformal invariance of the curvature. The numerical investigation of structures of the type considered also requires special attention, and it is therefore important in the development of novel techniques [5][6][7][8][9]37,38,[48][49][50][51]65] or the proper employment of the existing ones (see, for instance, [68], where Galerkin boundary element method is used to address a class of strain gradient elastic materials).…”

Section: Introductionmentioning

confidence: 99%

Gedanken experiments for the determination of two-dimensional linear second gradient elasticity coefficients

Placidi

Andreaus

Corte

et al. 2015

Z. Angew. Math. Phys.

131

View full text Add to dashboard Cite

In the present paper, a two-dimensional solid consisting of a linear elastic isotropic material, for which the deformation energy depends on the second gradient of the displacement, is considered. The strain energy is demonstrated to depend on 6 constitutive parameters: the 2 Lamé constants (λ and μ) and 4 more parameters (instead of 5 as it is in the 3D-case). Analytical solutions for classical problems such as heavy sheet, bending and flexure are provided. The idea is very simple: The solutions of the corresponding problem of first gradient classical case are imposed, and the corresponding forces, double forces and wedge forces are found. On the basis of such solutions, a method is outlined, which is able to identify the six constitutive parameters. Ideal (or Gedanken) experiments are designed in order to write equations having as unknowns the six constants and as known terms the values of suitable experimental measurements.Mathematics Subject Classification. 74B99 · 74Q15.

show abstract

Aeroelastic instability and wind-excited response of complex lighting poles and antenna masts

Cited by 29 publications

References 18 publications

Tubular Steel Poles Under Lateral Load Patterns

Tubular Steel Poles Under Lateral Load Patterns

On the effect of shear stiffness on the plane deformation of linear second gradient pantographic sheets

Gedanken experiments for the determination of two-dimensional linear second gradient elasticity coefficients

Contact Info

Product

Resources

About