首页> 外文会议>International Symposium on Safety Science and Technology; 20061024-27; Changsha(CN) >Bearing Safety of Tensile Anchor Plate of Long-span Cable-stayed Bridge
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Bearing Safety of Tensile Anchor Plate of Long-span Cable-stayed Bridge

机译:大跨度斜拉桥拉力锚板的承载安全性

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摘要

Cable-girder anchorage is the key part of bearing safety of cable-stayed bridge, which needs more attention. In this paper, the cable-girder anchorage of Zhanjiang Gulf Bridge is studied. To obtain the bearing safety of the structure, a full-scale model test on tensile anchor plate is presented. Comparing the results of simulation with test data, the mechanism of cable force transmission and the principle of distribution of stress are analyzed. The study indicates that the bearing safety of tensile anchor plate is satisfied with the requirement, but the stress concentration in some details is severe and these places should be designed carefully.
机译:斜拉桥锚固是斜拉桥承载安全的关键,需要引起重视。本文对湛江海湾大桥斜拉桥进行了研究。为了获得结构的支承安全性,提出了在拉伸锚固板上的全尺寸模型试验。将仿真结果与测试数据进行比较,分析了电缆力传递的机理和应力分布的原理。研究表明,抗拉锚固板的承载安全性可以满足要求,但应力集中在某些细节上比较严格,应谨慎设计。

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