Flexural behavior of composite box girders with corrugated steel webs and trusses-Reference-Cited by-同舟云学术

Flexural behavior of composite box girders with corrugated steel webs and trusses

Published:2020-04 Issue: Volume:209 Page:110275
ISSN:0141-0296
Container-title:Engineering Structures
language:en
Short-container-title:Engineering Structures

Author:

Chen Yiyan,Dong Jucan,Tong Zhaojie,Jiang Ruijuan,Yue Ying

Funder

National Natural Science Foundation of China

Guangdong Provincial Department of Science and Technology

China Postdoctoral Science Foundation

Science and Technology Innovation Committee of Shenzhen

Publisher

Elsevier BV

Subject

Civil and Structural Engineering

Reference25 articles.

1. Composite box girder with corrugated steel webs and trusses – a new type of bridge structure;Chen;Eng Struct,2018

2. Finite element analysis of corrugated web beams under bending;Chan;J Constr Steel Res,2002

3. Experimental and analytical studies of innovative prestressed concrete box-girder bridges;Mo;Mater Struct,2003

4. Jiang RJ, Wu QM, Xu TH. Effective flange width for composite box girder with corrugated steel webs. In: Proceedings of the 2016 Structures Congress (Structures16), Jeju Island, Korea; 2016.

5. Behavior of bridge girders with corrugated webs: (I) real boundary condition at the juncture of the web and flanges;Hassanein;Eng Struct,2013

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