# [1]李昶,邓学钧,周世忠,等.钢箱梁桥面铺装层结构应力分析[J].东南大学学报(自然科学版),2001,31(6):14-17.[doi:10.3969/j.issn.1001-0505.2001.06.004] 　Li Chang,Deng Xuejun,Zhou Shizhong,et al.Analysis of the Deck Pavement on Steel Box Bridge[J].Journal of Southeast University (Natural Science Edition),2001,31(6):14-17.[doi:10.3969/j.issn.1001-0505.2001.06.004] 点击复制 钢箱梁桥面铺装层结构应力分析() 分享到： var jiathis_config = { data_track_clickback: true };

31

2001年第6期

14-17

2001-11-20

## 文章信息/Info

Title:
Analysis of the Deck Pavement on Steel Box Bridge

1 东南大学交通学院, 南京 210096; 2 江苏扬子大桥股份有限公司, 南京 210004
Author(s):
1 Transportation College, Southeast University, Nanjing 210096, China; 2 Joint-Stork Limited Company of Jiangshu Yangzi Bridge, Nanjing 210004, China)

Keywords:

U443.33
DOI:
10.3969/j.issn.1001-0505.2001.06.004

Abstract:
The strain and stress of deck pavement are analyzed from the viewpoint of steel box, and by using finite elements the law of strain and stress in pavement is concluded. It is shown that the area of impaction by vehicle loads is limited. Through the analysis, the absolute magnitude of plus and minus maximum strain is compared and the position of producing these strains is confirmed. The characters of pavement subject to loads are described. Finally, a practical engineering rehabilitation for pavement on deck is computed. The results, such as maximum strain, can be used for the design of asphalt mixture.

## 参考文献/References:

[1] 肖秋明,查旭东.沥青混凝土钢桥面铺装的剪切分析.中南公路工程,2000,25(1):53～54
[2] 黄晓明,王捷.大跨钢桥桥面铺装结构受力分析.土木工程学报,1999,32(1):37～41
[3] 方萍,伍波.钢桥面板及铺装的静载试验和有限元分析.华东公路,2000(4):38～42
[4] 朱伯芳.有限元法原理与应用.北京:中国水利水电出版社,1998.192～213
[5] Abdel-Rohman M,Al-Khaleefi A,Al-Duaij J.Impact effect due to pavement irregularities on the dynamic response of bridges.In:International Conference on Structures Under Shock and Impact,1998.854～859
[6] 李国豪.桥梁与结构理论研究.上海:上海科学技术文献出版社,1983.228～262

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