Long-Term Behavior of Prestressed Old-New Concrete Composite Beams-Reference-Cited by-同舟云学术

Long-Term Behavior of Prestressed Old-New Concrete Composite Beams

Published:2011-03 Issue:2 Volume:16 Page:275-285
ISSN:1084-0702
Container-title:Journal of Bridge Engineering
language:en
Short-container-title:J. Bridge Eng.

Author:

Wang Wen-wei¹²³⁴,Dai Jian-guo¹²³⁴,Li Guo¹²³⁴,Huang Cheng-kui¹²³⁴

Affiliation:

1. Associate Professor, Dept. of Bridge Engineering, School of Transportation, Southeast Univ., Nanjing, China.

2. Assistant Professor, Dept. of Civil Structural Engineering, The Hong Kong Polytechnic Univ., Hung Hom, Hong Kong.

3. Assistant Lecturer, Chengxian College, Southeast Univ., Nanjing, China.

4. Professor, Dept. of Civil Engineering, Dalian Univ. of Technology, Dalian, China.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Building and Construction,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29BE.1943-5592.0000152

Reference14 articles.

1. American Association of State Highway and Transportation Officials (AASHTO). (2005). AASHTO LRFD bridge design specifications Washington DC 5.82–5.91.

2. Time-dependent behaviour of simply-supported steel-concrete composite beams

3. Composite Beams with Partial Interaction under Sustained Loads

4. Comité Européen du Béton–Fédération/Internationale du Béton (CEB-FIB). (1984). “Manual on structural effects of time-dependent behaviour of concrete.” Bulletin D’information No. 142/142 bis CEB-FIB Lausanne Switzerland

Cited by 26 articles. 订阅此论文施引文献订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献

1. Measuring stress of strand using magnetic barkhausen noise measured by solenoid-type sensor;Nondestructive Testing and Evaluation;2024-04-28

2. Prediction of Restrained Shrinkage of New-to-old Concrete Interface;Periodica Polytechnica Civil Engineering;2023-09-11

3. Experimental study and analysis for the long-term behavior of the steel–concrete composite girder bridge;Structures;2023-05

4. Experimental investigation on mode II fracture performance of old-new concrete;ARCH CIV ENG;2022

5. Old - New Concrete Interfacial Bond Slip Monitoring in Anchored Rebar Reinforced Concrete Structure Using PZT Enabled Active Sensing;Frontiers in Materials;2021-09-27