About Fengli Power Station Foundation Steel Bar Binding
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6 FAQs about [Fengli Power Station Foundation Steel Bar Binding]
What is embedded steel ring to Foundation connection?
Analytical model to predict the ultimate moment capacity of the embedded steel ring to foundation connection is proposed. Embedded steel ring (ESR)–foundation connections are widely used in onshore wind turbines (WTs) to transfer the loads from the tower to the foundation.
Does a steel ring influence the load-bearing behaviour of the ESR-Foundation connection?
Detailed parametric study was conducted to investigate the influence of the embedment depth of the steel ring, width of the base flange, concrete compressive strength and radial reinforcement on the load–bearing behaviour of the ESR–foundation connection.
How does a steel ring embedment affect the load-bearing behaviour?
The embedment depth of the steel ring has the most significant influence on the load–bearing behaviour of the connection. Increasing the embedment of the steel ring increases the ultimate moment capacity and uplift resistance of the connection whiles reducing the damage to the foundation.
Can radial reinforcement bars be ignored in the design of ESR-Foundation connection?
That is whether it can be ignored in the design of the ESR–foundation connection. It can be seen from Fig. 20 (a) and Table 4 that the inclusion of the radial reinforcement bars improved the ultimate moment capacity and the resistance of the ESR to uplift and lateral displacement.
Does embedment depth affect the load-bearing behaviour of embedded steel ring to Foundation connection?
The load-bearing behaviour of the embedded steel ring to foundation connection is sensitive to the embedment depth of the steel ring. Analytical model to predict the ultimate moment capacity of the embedded steel ring to foundation connection is proposed.
How are steel reinforcement bars modeled?
The steel reinforcement bars were modeled using the 2–node truss element (T3D2). The embedded constraint was used to ensure perfect bond between the steel reinforcement bars and the concrete footing. Concrete–steel interaction was modeled using the surface to surface contact.
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