Mechanical Characteristics Of A New Type Of Jointless Bridge With An Arch Structure

被引：5
|
作者：
Zhao, Qiu [1 ]
Lin, Chu [1 ]
Zhao, Yuwei [2 ]
Huang, Guanming [1 ]
机构：
[1] Fuzhou Univ, Sch Civil Engn, Fuzhou 350108, Fujian, Peoples R China
[2] Harbin Inst Technol, Sch Civil Engn, Harbin 150001, Heilongjiang, Peoples R China
来源：
2018 3RD INTERNATIONAL CONFERENCE ON SMART CITY AND SYSTEMS ENGINEERING (ICSCSE) | 2018年
关键词：
jointless bridges; plexiglass model test; arch; structure system; pile foundation;
D O I：
10.1109/ICSCSE.2018.00068
中图分类号：
TP18 [人工智能理论];
学科分类号：
081104 ; 0812 ; 0835 ; 1405 ;
摘要：
This paper investigates the mechanical characteristics of the jointless bridge, which is a new type of integral abutment bridge with an arch structure behind the abutment. Load tests were conducted on the three half-bridge plexiglass models with the pile constraints placed at 200 mm, 300 mm and 400 mm away from the bottom of abutment. The results showed that there is a reasonable distribution of force between the bridge girder and an arch structure. This study may promote the new application of jointless bridges which requires no joint between the bridge slab and the road.
引用
收藏
页码：300 / 307
页数：8
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