Details
| Originalsprache | Englisch |
|---|---|
| Titel des Sammelwerks | 2nd International Conference on Smart Cities 4.0 |
| Seiten | 318-323 |
| Seitenumfang | 6 |
| ISBN (elektronisch) | 978-1-6654-7430-6 |
| Publikationsstatus | Veröffentlicht - 2023 |
Abstract
Wind power generation is playing an increasingly important role in delivering clean, smart, and sustainable energy. Onshore as well as in offshore wind energy Plants capture the power of the wind and produce a renewable energy. In the case of non-cohesive soil, onshore wind turbines are often founded on a shallow foundation with a circular or octagonal shape. The shallow foundation costs represent a considerable portion of the total construction costs and produces a huge amount of Carbon dioxide. Therefore, an economic optimization of the type of foundation is highly required. An innovative foundation type would be a pier foundation, which combines the load transfer over the foundation area at the pier base with the transfer of horizontal loads over the shaft surface area of the pier. Also, the excavated soil will be used to fill the pier construction. This system is called Patrick and Henderson system. This paper aims to compare the behavior of a pier foundation with traditional shallow foundation using Finite Element Method. A systematic analysis of the results at different load levels shows that the application of the typical pier foundation for small onshore wind turbines leads to a high saving of concrete mass, Carbon dioxide Emission (Carbon Footprint) and finally the total cost.
ASJC Scopus Sachgebiete
- Entscheidungswissenschaften (insg.)
- Informationssysteme und -management
- Informatik (insg.)
- Artificial intelligence
- Energie (insg.)
- Energieanlagenbau und Kraftwerkstechnik
- Informatik (insg.)
- Computernetzwerke und -kommunikation
- Sozialwissenschaften (insg.)
- Verkehr
- Sozialwissenschaften (insg.)
- Urban studies
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2nd International Conference on Smart Cities 4.0. 2023. S. 318-323.
Publikation: Beitrag in Buch/Bericht/Sammelwerk/Konferenzband › Aufsatz in Konferenzband › Forschung › Peer-Review
}
TY - GEN
T1 - Value Engineering Concept for Foundation Systems for Onshore Wind Energy Turbines
AU - Abdel-Rahman, Khalid
AU - Abdel-Azim, O. A.
N1 - Publisher Copyright: © 2023 IEEE.
PY - 2023
Y1 - 2023
N2 - Wind power generation is playing an increasingly important role in delivering clean, smart, and sustainable energy. Onshore as well as in offshore wind energy Plants capture the power of the wind and produce a renewable energy. In the case of non-cohesive soil, onshore wind turbines are often founded on a shallow foundation with a circular or octagonal shape. The shallow foundation costs represent a considerable portion of the total construction costs and produces a huge amount of Carbon dioxide. Therefore, an economic optimization of the type of foundation is highly required. An innovative foundation type would be a pier foundation, which combines the load transfer over the foundation area at the pier base with the transfer of horizontal loads over the shaft surface area of the pier. Also, the excavated soil will be used to fill the pier construction. This system is called Patrick and Henderson system. This paper aims to compare the behavior of a pier foundation with traditional shallow foundation using Finite Element Method. A systematic analysis of the results at different load levels shows that the application of the typical pier foundation for small onshore wind turbines leads to a high saving of concrete mass, Carbon dioxide Emission (Carbon Footprint) and finally the total cost.
AB - Wind power generation is playing an increasingly important role in delivering clean, smart, and sustainable energy. Onshore as well as in offshore wind energy Plants capture the power of the wind and produce a renewable energy. In the case of non-cohesive soil, onshore wind turbines are often founded on a shallow foundation with a circular or octagonal shape. The shallow foundation costs represent a considerable portion of the total construction costs and produces a huge amount of Carbon dioxide. Therefore, an economic optimization of the type of foundation is highly required. An innovative foundation type would be a pier foundation, which combines the load transfer over the foundation area at the pier base with the transfer of horizontal loads over the shaft surface area of the pier. Also, the excavated soil will be used to fill the pier construction. This system is called Patrick and Henderson system. This paper aims to compare the behavior of a pier foundation with traditional shallow foundation using Finite Element Method. A systematic analysis of the results at different load levels shows that the application of the typical pier foundation for small onshore wind turbines leads to a high saving of concrete mass, Carbon dioxide Emission (Carbon Footprint) and finally the total cost.
KW - gravity shallow foundation
KW - onshore
KW - pier foundations
KW - wind turbines
UR - http://www.scopus.com/inward/record.url?scp=85194148886&partnerID=8YFLogxK
U2 - 10.1109/SmartCities4.056956.2023.10525811
DO - 10.1109/SmartCities4.056956.2023.10525811
M3 - Conference contribution
SN - 978-1-6654-7431-3
SP - 318
EP - 323
BT - 2nd International Conference on Smart Cities 4.0
ER -