Abstract
Heliostats represent the most important maintenance cost in the solar power tower plant. The aim of this work is to provide a failure probability analysis for heliostat design in order to minimize this maintenance cost. Based on mechanics of material study and wind aerodynamic analysis, a performance function, with five random variables, has been developed wherein the random variables are: wind speed, inside and outside pedestal diameters, pedestal yield stress and mirror mass. Four main methods have been proposed: first order reliability method, second order reliability method, Monte Carlo (MC) method and subset simulation (SS) method. The variation of failure probability with the variation of pedestal wall thickness and wind speed, for different outside diameters and heliostat azimuth and elevation angles, has been simulated. The results show that SS is more efficient and accurate for small failure probabilities; however, MC is more accurate for high failure probabilities.
| Original language | English |
|---|---|
| Pages (from-to) | 342-366 |
| Number of pages | 25 |
| Journal | International Journal of Critical Infrastructures |
| Volume | 16 |
| Issue number | 4 |
| DOIs | |
| State | Published - 2020 |
| Externally published | Yes |
Bibliographical note
Publisher Copyright:Copyright © 2020 Inderscience Enterprises Ltd.
UN SDGs
This output contributes to the following UN Sustainable Development Goals (SDGs)
-
SDG 7 Affordable and Clean Energy
Keywords
- Failure analysis
- Heliostat
- Probability of failure
- Subset simulation
- Wind load
ASJC Scopus subject areas
- Safety, Risk, Reliability and Quality
- General Environmental Science
- General Energy
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