Model Test of Steel-Concrete Composite Beam Deck under Negative Moment

Rui Rong; Yu Hui Shan; Li Zhao; Bao Qun Wang

doi:10.4028/www.scientific.net/KEM.871.340

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HomeKey Engineering MaterialsKey Engineering Materials Vol. 871Model Test of Steel-Concrete Composite Beam Deck...

Model Test of Steel-Concrete Composite Beam Deck under Negative Moment

Abstract:

In order to understand the mechanical properties and force transfer law of steel-concrete composite beam deck under negative bending moment, and further guide the design. Based on a steel-concrete composite girder cable-stayed bridge, the model test of the mechanical behavior of the steel-concrete composite girder deck under the action of negative moment was carried out. The characteristics of mechanical failure and mechanical properties were analyzed.

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Periodical:

Key Engineering Materials (Volume 871)

Pages:

340-348

DOI:

https://doi.org/10.4028/www.scientific.net/KEM.871.340

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Online since:

January 2021

Authors:

Rui Rong*, Yu Hui Shan, Li Zhao, Bao Qun Wang

Keywords:

Beam Deck, Negative Moment, Steel-Concrete Composite

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* - Corresponding Author

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