Stability of steel struts with externally anchored prestressed cables
| Autor: | M. Ahmer Wadee, Jose Antonio Lozano-Galant, J. Bruno Bazzano, Leroy Gardner, Nicolas Hadjipantelis |
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| Rok vydání: | 2020 |
| Předmět: |
Yield (engineering)
Materials science Truss 020101 civil engineering 02 engineering and technology 0915 Interdisciplinary Engineering Civil Engineering Stability (probability) 0905 Civil Engineering 0201 civil engineering 0203 mechanical engineering Ultimate tensile strength medicine Civil and Structural Engineering business.industry Metals and Alloys Stiffness Building and Construction Structural engineering Compression (physics) Finite element method 020303 mechanical engineering & transports Mechanics of Materials Hangar medicine.symptom business |
| Zdroj: | Journal of Constructional Steel Research. 164:105790 |
| ISSN: | 0143-974X |
| DOI: | 10.1016/j.jcsr.2019.105790 |
| Popis: | 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. |
| Databáze: | OpenAIRE |
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