Photovoltaic bracket punching deformation

About Photovoltaic bracket punching deformation

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6 FAQs about [Photovoltaic bracket punching deformation]

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.

What is the inflection point of a cable-supported PV system?

When the upward vertical displacement is less than 0.0639 m, the force first counteracts the self-weight of the cables and PV modules. Therefore, there is an inflection point at 0.0639 m. For the new cable-supported PV system, the lateral stiffness is much higher than the vertical stiffness.

Is structural deformation increasing linearly when stress is building inside a PV panel?

In Fig. 12 a clear portrait of stress vs. structural deformation has been plotted to show that how structural deformation is increasing linearly when stress is building inside a PV panel. Overall view of maximum internal stress vs. maximum total deformation when the wind speed is varying from 10 to 260 km/h

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.

What are the structural static characteristics of a new PV system?

The structural static characteristics of the new PV system under self-weight, static wind load, snow load and their combination effect are further studied according to the Chinese design codes (Load Code For The Design Of Building Structures GB 2009-2012 and Code For Design Of Photovoltaic Power Station GB 50797-2012).