Curved, precast, pretensioned concrete I-girder bridges

被引:3
|
作者
Amorn, Wilast [1 ]
Tuan, Christopher Y. [2 ]
Tadros, Maher K. [3 ,4 ]
机构
[1] Gate Precast Co, Kissimmee, FL USA
[2] Univ Nebraska Lincoln, Dept Civil Engn, Omaha, NE USA
[3] PBS&J Consulting Engineers, Tampa, FL USA
[4] Univ Nebraska, Dept Civil Engn, Omaha, NE 68182 USA
来源
PCI JOURNAL | 2008年 / 53卷 / 06期
关键词
Bridge; cost analysis; curved; girder; pretensioning;
D O I
10.15554/pcij.11012008.48.66
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
The use of curved, precast, pretensioned concrete girders as an alternative to curved post-tensioned concrete girders and curved steel girders may have many advantages. A feasibility study has shown that the pretensioned concrete system is more cost effective than the other two. Many bridge designers have gradually recognized this trend. This paper summarizes a review of the current practice of horizontally curved bridge construction. A 1/10-scale, curved, precast, pretensioned concrete beam was fabricated in the laboratory to illustrate the feasibility of fabrication in a precast concrete plant. A cost analysis was conducted to compare the estimated cost of a curved, precast, pretensioned concrete I-girder with that of a curved, precast, post-tensioned concrete I-girder. The results showed that the pretensioned concrete system has the potential to become the most cost-effective system for curved bridge construction.
引用
收藏
页码:48 / 66
页数:19
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