松浦大桥加宽正交异性钢- ssdc组合桥面结构设计与分析

Chunlei Zhang, C. Shao, Q. Su, Qian Wang, Changyuan Dai
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引用次数: 0

摘要

老松浦大桥是一座双层铁路-公路组合钢桁架桥。在松浦大桥加宽改造工程中,承载公路交通的上桥面由12米加宽至24.5米。为获得适当的自重和较好的耐久性,上部改造采用正交各向异性复合桥面;该甲板由80毫米厚的低收缩高强度延性混凝土(SSDC)层和正交各向异性钢甲板组成。在不同拉伸应力水平的区域采用了三种不同成分和力学性能的SSDC材料。本文介绍了复合甲板的详细设计和关键注意事项。对复合桥面进行了有限元分析,给出了模型和结果。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Structural Design and Analysis of Orthotropic Steel-SSDC Composite Deck Used for the Widening of the Songpu Bridge
The old Songpu Bridge was a double-deck railway-highway combined steel truss bridge. In the widening and renovation project of Songpu Bridge, the upper deck, which carries highway traffic, was widened from 12 m to 24.5 m. To achieve an appropriate self-weight and better durability, a kind of orthotropic composite deck was used for the reconstructed upper deck; this deck consists of an 80 mm-thick low-shrinkage high-strength ductile concrete (SSDC) layer and orthotropic steel deck plates. Three types of SSDC materials with different composition and mechanical properties are adopted in regions with different tensile stress levels. The detailed design and key considerations of the composite deck are introduced in this paper. Finite element analysis of the composite deck is carried out, and the models and results are presented.
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