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Experimental Study on Flexural Behavior of Post-Tensioning Bonded Partially Prestressed Ultra-High Strength Concrete Beams

Jinqing Jia Gang Meng

哈尔滨工业大学学报（英文版）Issue(2)：94-102,9.

哈尔滨工业大学学报（英文版）Issue(2)：94-102,9.DOI:10.11916/j.issn.1005-9113.2015.02.014

Experimental Study on Flexural Behavior of Post-Tensioning Bonded Partially Prestressed Ultra-High Strength Concrete Beams

Jinqing Jia ¹Gang Meng¹

作者信息

1. Institute of Structural Engineering, Dalian University of Technology, Dalian 116023, China
折叠

摘要

关键词

partially prestressed/ultra-high strength concrete/flexural behavior/ductility/serviceability limit state

Key words

partially prestressed/ultra-high strength concrete/flexural behavior/ductility/serviceability limit state

分类

建筑与水利

引用本文复制引用

Jinqing Jia,Gang Meng..Experimental Study on Flexural Behavior of Post-Tensioning Bonded Partially Prestressed Ultra-High Strength Concrete Beams[J].哈尔滨工业大学学报（英文版）,2015,(2):94-102,9.

基金项目

the National Natural Science Foundation of China （ Grant No．50878037，51078059，51178078）．（）

哈尔滨工业大学学报（英文版）

ISSN：1005-9113

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