Force calculation of photovoltaic flexible bracket

Taking a flexible PV bracket with a span of 30 m and a cable axial force of 75 kN as the research object, we investigate the variation patterns of the support cables and wind-resistant cables under temperature decrease and increase scenarios.
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Taking a flexible PV bracket with a span of 30 m and a cable axial force of 75 kN as the research object, we investigate the variation patterns of the support cables and wind-resistant cables under temperature decrease

About Force calculation of photovoltaic flexible bracket

About Force calculation of photovoltaic flexible bracket

Taking a flexible PV bracket with a span of 30 m and a cable axial force of 75 kN as the research object, we investigate the variation patterns of the support cables and wind-resistant cables under temperature decrease and increase scenarios.

Taking a flexible PV bracket with a span of 30 m and a cable axial force of 75 kN as the research object, we investigate the variation patterns of the support cables and wind-resistant cables under temperature decrease and increase scenarios.

The general commercial finite element software ANSYS is used to calculate the internal forces and deformation of the new structure. The columns and I-beams are simulated by using the “beam” element. The cables and PV modules use “Link” and “Shell” elements, respectively.

An engineering example of flexible photovoltaic support with a span of 15m is calculated and analyzed, and then compared with the finite element calculation results. The results show that the calculation error is less than 1% when the rise is 0.4 m, and the calculation error is less than 3% when the rise is 1.5m.

The static calculation formula obtained in the paper is simple and accurate, and the vertical tangent stiffness of equilibrium state has clear physical significance, which can provide reference for static analysis and structural design of flexible photovoltaic support.

Zhang et al. calculated the cable force and displacement of the flexible photovoltaic supports under wind pressure and wind suction load and analyzed the influence of the initial tension and vector height of the cable on the cable force and displacement. The results showed that the load-bearing cables would relax under wind suction load, and .

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6 FAQs about [Force calculation of photovoltaic flexible bracket]

Do flexible PV support structures deflection more sensitive to fluctuating wind loads?

This suggests that the deflection of the flexible PV support structure is more sensitive to fluctuating wind loads compared to the axial force. Considering the safety of flexible PV support structures, it is reasonable to use the displacement wind-vibration coefficient rather than the load wind-vibration coefficient.

What is a flexible PV mounting structure?

Flexible PV Mounting Structure Geometric Model The constructed flexible PV support model consists of six spans, each with a span of 2 m. The spans are connected by struts, with the support cables having a height of 4.75 m, directly supporting the PV panels. The wind-resistant cables are 4 m high and are connected to the lower ends of the struts.

What is the wind vibration coefficient of flexible PV support structure?

The wind vibration coefficients in different zones under the wind pressure or wind suction are mostly between 2.0 and 2.15. Compared with the experimental results, the current Chinese national standards are relatively conservative in the equivalent static wind loads of flexible PV support structure. 1. Introduction

How safe are flexible PV brackets under extreme operating conditions?

Safety Analysis under Extreme Operating Conditions For flexible PV brackets, the allowable deflection value adopted in current engineering practice is 1/100 of the span length . To ensure the safety of PV modules under extreme static conditions, a detailed analysis of a series of extreme scenarios will be conducted.

Do flexible PV support structures have resonant frequencies?

Modal analysis reveals that the flexible PV support structures do not experience resonant frequencies that could amplify oscillations. The analysis also provides insights into the mode shapes of these structures. An analysis of the wind-induced vibration responses of the flexible PV support structures was conducted.

Is a flexible PV support structure subjected to wind suction?

Fig. 13, Fig. 14, Fig. 15 show the flexible PV support structure is subjected to wind suction (β = 180°), the curves for the mean wind pressure coefficient in the span of S1 and S2 when the tilt angle α is 10°, 20° and 30°, respectively.

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