This article uses Ansys Workbench software to conduct finite element analysis on the bracket, and uses response surface method to optimize the design of the angle iron structure that makes up the bracket. The overall model of the bracket before and after optimization is analyzed and compared.
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Under three typical working conditions, the maximum stress of the PV bracket was 103.93 MPa, and the safety factor was 2.98, which met the strength requirements; the hinge joint of 2 rows
The influence of the PV array edge setback is investigated by considering three PV array setback values (0.5, 1.2, and 2.1 m), and three PV array tilt angles (10°, 20°, and
article conducts research on solar panel bracket, and the analysis results can provide reference basis for the design of subsequent solar panel bracket. II. Bracket model and calculation
New standards under development include qualification of junction boxes, connectors, PV cables, and module integrated electronics as well as for testing the packaging used during transport of
In view of the imperfection in the previous studies, an efficient method is proposed in this paper for predicting the magnetic field distribution and induced voltage in PV bracket systems. The
Solar photovoltaic bracket is a special bracket designed for placing, installing and fixing solar panels in solar photovoltaic power generation systems. The general materials are aluminum
This article uses Ansys Workbench software to conduct finite element analysis on the bracket, and uses response surface method to optimize the design of the angle iron structure that
In this study, field instrumentation was used to assess the vibrational characteristics of a selected tracking photovoltaic support system. Using ANSYS software, a modal analysis and finite element model of the structure were developed and validated by comparing measured data with model predictions. Key findings are as follows.
Moreover, the measured damping ratios associated with each mode was low, amounting to no more than 3.0 %. Table 1. The measured natural frequency and damping ratio of a tracking photovoltaic support system at different tilt angles (Frequency /H z; Damping ratio /%). Fig. 5.
While significant progress has been made by scholars in the exploration of wind pressure distribution, pulsation characteristics, and dynamic response of tracking photovoltaic support system, there is a notable gap in the literature when it comes to modal analysis of tracking photovoltaic support system.
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.
In terms of finite element analysis, Wittwer et al., obtained modal parameters of the tracking photovoltaic support system with finite element analysis, and the results are similar to those of this study, indicating that the natural frequencies of the structure remain largely unchanged.
What can be shown by the modal test results and finite element simulations of the tracking photovoltaic power generation bracket tracking photovoltaic support system was that the natural vibration frequency of the structure has a slight increase as the inclination angle increases.
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