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Experiment and Theoretic Research on Cable-Girder Anchorage Structure of long span steel Cable-Stayed Bridges

机译:大跨度钢斜拉桥索梁锚固结构试验与理论研究

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The cable-girder anchorage zone of cable-stayed bridge which bears giant cable forces and has complicated structure , is the key to structure design. It is very important to study the strength and fatigue property of cable-girder anchorage structure. Under the background of Anqing Yangtze River Bridge and Suzhou-nantong Yangtze River Bridge, the full scale static load model test and fatigue test of the cable-girder anchorage zone were carried out. Based on the model tests and large quantity of theoretical calculations, the force transfer mechanism of the box-shaped anchorage zone and the mechanical characteristics of the main plates bearing force have been studied. The several conclusions we obtained provide some reference value for the design of box-shaped anchorage zone.
机译:斜拉桥的索梁锚固区承受巨大的索力,结构复杂,是结构设计的关键。研究钢索梁锚固结构的强度和疲劳性能非常重要。在安庆长江大桥和苏南通长江大桥的背景下,进行了索梁锚固区的全尺寸静载荷模型试验和疲劳试验。在模型试验和大量理论计算的基础上,研究了箱形锚固区的力传递机理和主板承力的力学特性。我们获得的一些结论为箱形锚固区的设计提供了参考价值。

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