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Fig. 2. Roof truss in a hypothetical aircraft hangar with an externally anchored cable: (a) convex and (b) flat top chord profiles.
This and the next image are from:
M. Ahmer Wadee (1), Nicolas Hadjipantelis (1), J. Bruno Bazzano (2), Leroy Gardner (1) and Jose A. Lozano-Galant (3)
(1) Department of Civil and Environmental Engineering, Imperial College London, South Kensington Campus, London, SW7 2AZ, UK
(2) Instituto de Estructuras y Transporte, Facultad de Ingeniería, Universidad de la República, Julio Herrera y Reissig 565, 11300, Montevideo, Uruguay
(3) Department of Civil Engineering, University of Castilla-La Mancha, Av Camilo Jose Cela SN, 13071, Ciudad Real, Spain
“Stability of steel struts with externally anchored prestressed cables”, Journal of Constructional Steel Research, Vol. 164, Article 105790, January 2020, https://doi.org/10.1016/j.jcsr.2019.105790
ABSTRACT: Externally anchored prestressed cables can be employed to enhance the stability of steel truss compression elements significantly. To demonstrate this concept, a system comprising a tubular strut subjected to an external compressive load and a prestressed cable anchored independently of the strut is studied. Energy methods are utilized to define the elastic stability of the perfect and imperfect systems, after which the first yield and rigid–plastic responses are explored. The influence of the key controlling parameters, including the length of the strut, the axial stiffness of the cable and the initial prestressing force, on the elastic stability, the inelastic response and the ultimate strength of the system is demonstrated using analytical and finite element (FE) models. To illustrate the application of the studied structural concept, FE modelling is employed to simulate the structural response of a prestressed hangar roof truss. A nearly two-fold enhancement in the load-carrying capacity of the truss structure is shown to be achieved owing to the addition of the prestressed cable.
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