Load Capacities of Steel and Concrete Composite Bridge Deck Slab with Haunch
Joint Authors
Source
Issue
Vol. 2017, Issue 2017 (31 Dec. 2017), pp.1-15, 15 p.
Publisher
Hindawi Publishing Corporation
Publication Date
2017-12-24
Country of Publication
Egypt
No. of Pages
15
Main Subjects
Abstract EN
An innovative steel and concrete composite bridge deck slab using bent bars and epoxy as shear connectors was proposed.
Four slab specimens with different types of concrete were fabricated and tested to study the load capacities of positive and negative moment regions of the slabs.
The cracking and ultimate loads of the specimens were recorded and compared with the results calculated through the reinforced concrete theory and with the design load of the bridge deck slab.
It was found that reinforced concrete theory can generally be applied for the proposed slab as well.
The effectiveness of the shear connector design of the proposed slab was validated.
Meanwhile, the unfavourable effect of the haunch on the shear capacities of the positive moment region of steel and concrete composite bridge deck slab was observed.
American Psychological Association (APA)
Xu, Xiaoqing& Liu, Yuqing. 2017. Load Capacities of Steel and Concrete Composite Bridge Deck Slab with Haunch. Advances in Civil Engineering،Vol. 2017, no. 2017, pp.1-15.
https://search.emarefa.net/detail/BIM-1121243
Modern Language Association (MLA)
Xu, Xiaoqing& Liu, Yuqing. Load Capacities of Steel and Concrete Composite Bridge Deck Slab with Haunch. Advances in Civil Engineering No. 2017 (2017), pp.1-15.
https://search.emarefa.net/detail/BIM-1121243
American Medical Association (AMA)
Xu, Xiaoqing& Liu, Yuqing. Load Capacities of Steel and Concrete Composite Bridge Deck Slab with Haunch. Advances in Civil Engineering. 2017. Vol. 2017, no. 2017, pp.1-15.
https://search.emarefa.net/detail/BIM-1121243
Data Type
Journal Articles
Language
English
Notes
Includes bibliographical references
Record ID
BIM-1121243
