The finite element method was used to investigate stresses in the box-shaped anchorage zone for a cable-stayed bridge in order to give the quantitative description of cable force distribution along principal welding lines,the mechanical characteristics of the main plates and the cause of stress concentration.

Analysis of ultimate bearing capacity on cable-girder anchorage zone of cable-stayed bridge with steel box girder;

Research on nonlinear contact problem of cable-beam anchorage for long-span cable-stayed bridge;

Study on Prestressing Design of Pylon Anchorage Zone of Lanqi Bridge in Jilin;

In this paper,the application of prestressed reinforcing rebar in stayed cable anchorage is introduced based on the design of pylon anchorage zone of Longjianglu bridge.

Based on the Hongdao Channel Bridge of Qingdao Bay Bridge,the configuration character of the ear plate cable-pylon anchorage zone was introduced.

As the connection between superstructure and pylon in the cable-stayed bridge,the cable-pylon anchorage zone which bears giant cable forces with complicated structure is a key part to structure design.

In order to study the tunnel frictional resistance,the extension of tendons and the stress distribution of cable-pylon anchorage zones for U-type prestressed tendons with great tonnage and small radius,a full-scale pylon segment model including one whole anchorage of cable was tested based on theoretical analysis of Changshou Yangtse River Highway Bridge in Chongqing.

Process experiment of SFRC for anchorage zone between steel anchorage box and cable in bridge tower;

Full-scale segmental model experiments research on anchorage zone of Shanghai MinPu Second Bridge pylon

The anchorage zone of cable-stayed tower is an important part of cable-stayed bridges, in which stress distribution is very complicated.