Determination of initial cable force of cantilever casting concrete arch bridge using stress balance and influence matrix methods

来源期刊:中南大学学报(英文版)2019年第11期

论文作者:蒋田勇 邓扬 田仲初 彭文平 张建仁

文章页码:3140 - 3155

Key words:concrete arch bridge; cantilever casting; initial cable force; stress balance method; influence matrix method

Abstract: Cantilever casting concrete arch bridge using form traveller has a broad application prospect. However, it is difficult to obtain reasonable initial cable force in construction stage. In this study, stress balance and influence matrix methods were developed to determine the initial cable force of cantilever casting concrete arch bridge. The stress balance equation and influence matrix of arch rib critical section were established, and the buckle cable force range was determined by the allowable stress of arch rib critical section. Then a group of buckle cable forces were selected and substituted into the stress balance equation, and the reasonable initial buckle cable force was determined through iteration. Based on the principle of force balance, the initial anchor cable force was determined. In an engineering application example, it is shown that the stress balance and influence matrix methods for the determination of initial cable force are feasible and reliable. The initial cable forces of arch rib segments only need to be adjusted once in the corresponding construction process, which improves the working efficiency and reduces the construction risk. It is found that the methods have great advantages for determining initial cable force in cantilever casting construction process of concrete arch bridge.

Cite this article as: TIAN Zhong-chu, PENG Wen-ping, ZHANG Jian-ren, JIANG Tian-yong, DENG Yang. Determination of initial cable force of cantilever casting concrete arch bridge using stress balance and influence matrix methods [J]. Journal of Central South University, 2019, 26(11): 3140-3155. DOI: https://doi.org/10.1007/s11771-019- 4242-0.

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