Flexibility test of the steel-concrete composite deck
Renda Zhao
Abstract
Renda Zhao
Abstract
According to the theoretical analysis,the model corresponding to the bridge has been established.The large-scale finite element program ANSYS is used to analyze the stress of the concrete and compare them to the result of the test in order to confirm the reliability of the test.According to the test,we conclude the deflection development of the deck under the static load and fatigue load.
A significance statement is not available in the OpenAlex record.
A contribution statement is not available in the OpenAlex record.
Method details are not available in the OpenAlex metadata.
Findings are not separately available in the OpenAlex metadata.
Limitations are not available in the OpenAlex metadata.
Application details are not available in the OpenAlex metadata.
According to the theoretical analysis,the model corresponding to the bridge has been established.The large-scale finite element program ANSYS is used to analyze the stress of the concrete and compare them to the result of the test in order to confirm the reliability of the test.According to the test,we conclude the deflection development of the deck under the static load and fatigue load.
Key concepts: Structural engineering, Finite element method, Deck, Deflection (physics), Bridge deck, Engineering, Composite number, Load testing