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Experimental and Finite Element Analysis of Wind Induced Displacement of a Dual Axis Photovoltaic Solar TrackersAdeleke, Bukola January 2016 (has links)
Photovoltaic (PV) solar panels and trackers represent one of the most common renewable energy
technology which converts sunlight radiation into electrical energy. The solar trackers specifically
are more complex structures because they involve mechanical devices, a supporting slender
structure, and photovoltaic modules mounted and positioned on top of the supporting structure.
Solar trackers are mounted on mobile supports or racks, in order to enable the rotation and tilt of
the PV which thus maintains their optimum exposure to the incident sunlight. Solar trackers
support structures should be designed for wind resistance during the operation and at stow position
for its life span and this became a concern considering the new tendency of installing the solar
trackers on the rooftop of low-rise or medium-rise buildings. The current research focused on
performing site measurements of the wind-induced displacement for a dual-axis solar tracking
system installed on the roof of the Mann Parking building of the University of Ottawa, for different
azimuth, elevations.
The supporting structure of the solar tracker was instrumented with 16 strain gauges and the strains
developed in the metal truss members were measured during the months February 2015 and March
2015. The tracker was rotated and tilted at different angles through the duration of the experiment
and the strains observed on each structural element were recorded. In order to estimate deflections
of the supporting structure for wind speeds higher than the ones measured, a finite element (FE)
model of the solar tracker was created and static analysis was performed for different inclinations
using the SAP 2000 structural software. The experimental results were in agreement with the FE
simulation results as the stresses obtained ranged between 1.02 × 107 Pa and 7.88 × 107 Pa. Lower
attack angles between 45° and 60° were found to have significant effect on the elements of the
solar tracker irrespective of the wind load magnitude. Operational attack angles between 65° and
75° were found to be safer positions as obtained displacements and stress analysis result showed
that the supporting structure of the solar tracker was stable for wind speeds between 0 m/s and
33m/s in Ottawa region
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Pevnostní kontrola zařízení Vodní výklopník a optimalizace jeho konstrukčního řešení / Design optimisation and strenght checking of Water tiltable devicesMach, Jan January 2013 (has links)
This master’s thesis is about possibility of fruit and vegetable process from agricultural raw material to food. The first part of thesis include information about machinery, devices and process line and describe how this devices work. The second part solve water tiltable device, this part explain what water tiltable device do, how work and describe structure of each subassembly. Next step solve the device by kinematics aspect and aspect of load analysis. Calculation is included in annex one. Results of annex one are used for FEM (finite element method) simulation of frame. Output of FEM simulation can be used for finding safety factor of displacement and strain, output data are used for optimization of device.
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