Flexural behavior of precast concrete segmental beams with hybrid tendons and dry joints
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- 作者：Haibo Jianga ; Qi Caob ; Airong Liuc ; liuar@gzhu.edu.cn" class="auth_mail" title="E-mail the corresponding author ; Tianlong Wanga ; Yun Qiud
- 关键词：Precast concrete segmental bridges ; Hybrid tendons ; Dry joint ; Flexural strength
- 刊名：Construction and Building Materials
- 出版年：2016
- 出版时间：1 May 2016
- 年：2016
- 卷：110
- 期：Complete
- 页码：1-7
- 全文大小：968 K
文摘
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Flexural behavior of precast concrete segmental bridges with hybrid tendons and dry joints was studied.
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Testing parameters include tendons types, load locations and joint numbers.
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It is aimed for accelerated bridge construction.
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Segmental beam specimens show satisfied load capacity and acceptable ductility.