About Photovoltaic bracket deformation adjustment
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6 FAQs about [Photovoltaic bracket deformation adjustment]
What is a fixed adjustable photovoltaic support structure?
In order to respond to the national goal of “carbon neutralization” and make more rational and effective use of photovoltaic resources, combined with the actual photovoltaic substation project, a fixed adjustable photovoltaic support structure design is designed.
How does a cable-supported PV system change structural parameters?
Parametric analyses The new cable-supported PV system often changes structural parameters to adapt to different geographic environments, such as changing the row spacing to obtain different amounts of daylight or enlarging the cable diameter to enhance the bearing capacity of the structure.
What factors affect the bearing capacity of new cable-supported photovoltaic modules?
The pretension and diameter of the cables are the most important factors of the ultimate bearing capacity of the new cable-supported PV system, while the tilt angle and row spacing have little effect on the mechanical characteristics of the new type of cable-supported photovoltaic modules.
Can a cable-supported PV system reduce wind-induced vibration?
Recently, the authors (He et al., 2020) proposed a new cable-supported PV system by adding an additional cable and several triangle brackets to form an inverted arch and reduce the deflection of the PV modules and studied the wind-induced vibration and its suppression through a series of wind tunnel tests.
How is a PV module fixed?
The PV module is fixed on Cables 1 and 2 by using back-fasteners. The maximum stress is calculated as 6.60 × 10 7 N/m 2 at the four nodes connecting the load-bearing cables and the PV module. Similar results are observed in Case 180°, as shown in Fig. 13 (b).
What are the characteristics of a cable-supported photovoltaic system?
Long span, light weight, strong load capacity, and adaptability to complex terrains. The nonlinear stiffness of the new cable-supported photovoltaic system is revealed. The failure mode of the new structure is discussed in detail. Dynamic characteristics and bearing capacity of the new structure are investigated.