Flexural responses of steel-UHPC composite beams under hogging moment-Reference-Cited by-同舟云学术

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Flexural responses of steel-UHPC composite beams under hogging moment

Published:2020-03 Issue: Volume:206 Page:110134
ISSN:0141-0296
Container-title:Engineering Structures
language:en
Short-container-title:Engineering Structures

Author:

Zhang Yang,Cai Shukun,Zhu Yanping,Fan Liang,Shao Xudong

Funder

National Natural Science Foundation of China

Major Research Project of Industrial Technology of Guangzhou

Research Project of Beijing Municipal Bridge Maintenance Management Group Co. Ltd

Publisher

Elsevier BV

Subject

Civil and Structural Engineering

Reference41 articles.

1. Ryu H, Chang S, Kim Y, Kim B. Crack control of a steel and concrete composite plate girder with prefabricated slabs under hogging moments 2005;27:1613–24. doi:10.1016/j.engstruct.2005.05.015.

2. Mechanical performance of steel-concrete composite beams subjected to a hogging moment;Lin;J Struct Eng (United States),2014

3. Experimental study of prestressed steel-concrete composite beams with external tendons for negative moments;Chen;J Constr Steel Res,2005

4. Ayyub BBM, Sohn YG, Saadatmanesh H, Member A. Prestressed composite girders. I: experimental study for negative moment 1993;118:2743–62.

5. Behavior of a continuous composite box girder with a prefabricated prestressed-concrete slab in its hogging-moment region;Su;J Bridg Eng,2015

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