2011
DOI: 10.1016/j.ijsolstr.2011.01.007
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Statics of elastic cables under 3D point forces

Abstract: a b s t r a c tThe catenary problem for elastic cables is extended to the case of uniformly distributed loads and point forces however oriented in space. The equilibrium equation is written in vector form and its solution, i.e. the deformed shape of the elastic cable, is obtained in closed form for the cases of uniformly distributed load, one point force and many point forces. The formulation is suitable to solve straightforwardly cable structure problems, as shown in the numerical applications.

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Cited by 42 publications
(15 citation statements)
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“…In the literature, the three-dimensional modelling of cables systems, without mutual mechanical influences, has been widely explored, in particular considering its high non-linear behavior: in [18][19][20] the problem formulation is presented, while a dynamic analysis is reported in [21].…”
Section: Base Theorymentioning
confidence: 99%
“…In the literature, the three-dimensional modelling of cables systems, without mutual mechanical influences, has been widely explored, in particular considering its high non-linear behavior: in [18][19][20] the problem formulation is presented, while a dynamic analysis is reported in [21].…”
Section: Base Theorymentioning
confidence: 99%
“…Therefore, hurricane induced conductor line tension is a critical parameter that affects the system-level fragility and reliability. In order to achieve a simplified line model with minimized computational cost but with acceptable prediction accuracy, we use a latest analytical approach to modeling a single-span transmission line substructure subject to uniformly distributed wind loading in a 3D coordinate (Impollonia et al 2011). Figure 2 illustrates the schematic of this nonlinear cable model.…”
Section: D Nonlinear Cable Modelmentioning
confidence: 99%
“…Figure 2, an analytical integral can be established that defines an arbitrary position x(l) for the strained cable in terms of the unstrained cable length l. Other parameters include the unknown reaction force at the x 1 (node 1 in Figure 2), denoted by r, the applied uniform loading vector p = p π, and the conductor temperature jump with a reference to a standard temperature ΔT. Herein, we denote this vector integral by f(r, p, l, ΔT), and the complete expression of this function is found in Impollonia et al (2011). Considering the support conditions, an equation system can be written:…”
Section: D Nonlinear Cable Modelmentioning
confidence: 99%
“…The classic catenary approach which finds initial static shape of the cable under self weight [1] is extended to allow point loads, generally oriented in space [2]. The equilibrium equation becomes: …”
Section: Equilibrium Under Self Weight and Mean Windmentioning
confidence: 99%
“…Traditionally, cable dynamics is intended as the time dependent response around the initial static configuration given by the equilibrium under self weight and described by the catenary equation, including or not cable extensibility or, for shallow cables, by the parabolic approximation [1] [2].…”
Section: Introductionmentioning
confidence: 99%