Flexural Study on UHPC–Steel Composite Beams with Joints under Negative Bending Moment-Reference-Cited by-同舟云学术

Flexural Study on UHPC–Steel Composite Beams with Joints under Negative Bending Moment

Published:2020-10 Issue:10 Volume:25 Page:04020084
ISSN:1084-0702
Container-title:Journal of Bridge Engineering
language:en
Short-container-title:J. Bridge Eng.

Author:

Zhu Yanping¹,Zhang Yang²,Hussein Husam H.³^ORCID,Cai Shukun⁴

Affiliation:

1. Ph.D. Candidate, Key Laboratory for Wind and Bridge Engineering of Hunan Province, College of Civil Engineering, Hunan Univ., Changsha 410082, China.

2. Associate Professor, Key Laboratory for Wind and Bridge Engineering of Hunan Province, College of Civil Engineering, Hunan Univ., Changsha 410082, China (corresponding author).

3. Ph.D. Research Scholar, Dept. of Civil Engineering, Ohio Univ., Athens, OH 45701-2979. ORCID: .

4. Graduate Student, Key Laboratory for Wind and Bridge Engineering of Hunan Province, College of Civil Engineering, Hunan Univ., Changsha 410082, 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.1943-5592.0001619

Reference49 articles.

1. Generalised fracture mechanics approach to the interfacial failure analysis of a bonded steel–concrete joint;De Corte W.;Fratt. Integrità Strutt.,2017

2. Optimization of ultra-high-performance concrete by the use of a packing model;de Larrard F.;Cem. Concr. Res.,1994

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