Monitoring and Simulation Study on Shrinkage Behaviour of Steel-UHPC Composite Deck-Reference-Cited by-同舟云学术

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Monitoring and Simulation Study on Shrinkage Behaviour of Steel-UHPC Composite Deck

Published:2022-11-16 Issue: Volume: Page:1-10
ISSN:1016-8664
Container-title:Structural Engineering International
language:en
Short-container-title:Structural Engineering International

Author:

Xu Chen¹,Jiang Yang¹,Sun Xuxia²,Zhang Lepeng³,Wang Junyan⁴

Affiliation:

1. Department of Bridge Engineering, Tongji University, Shanghai, People’s Republic of China

2. Sr Eng., Tongji Architectural Design(Group) Co., Ltd, Shanghai, People's Republic of China

3. Master, Department of Bridge Engineering, Tongji University, Shanghai, People's Republic of China

4. Key Laboratory of Advanced Civil Engineering Materials, Tongji University, Ministry of Education, Shanghai, People’s Republic of China

Funder

National Natural Science Foundation of China

Fundamental Research Funds for the Central Universities

National Key R&D Program of China

Tongji Civil Engineering Peak Discipline Plan

Publisher

Informa UK Limited

Subject

Building and Construction,Civil and Structural Engineering

Link

https://www.tandfonline.com/doi/pdf/10.1080/10168664.2022.2130125

Reference19 articles.

1. Russell HG, Graybeal BA. Ultra-high performance concrete: a state-of-the-art report for the bridge community. No. FHWA-HRT-13-060. Federal Highway Administration. Office of Infrastructure Research and Development, 2013.

2. Early-Age Behavior of an Adjacent Prestressed Concrete Box-Beam Bridge Containing UHPC Shear Keys with Transverse Dowels

3. Experimental and numerical study on the compressive behavior of micro-expansive ultra-high-performance concrete-filled steel tube columns

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