Study on the Computing Method of Shear Connector in Steel-Concrete Composite Beam
The shear connectors embedded in the steel-concrete composite beam are serving to prevent the separation between the steel beam and concrete slab, and take advantage of the material properties of steel and concrete simultaneously. However, the computing methods for the shear connectors seem dissimilar in the existing specifications and standards from different countries. Thus, it is necessary to carry out comparative studies on it. This paper summarized the classical computing methods of shear connectors in the current national norms and industrial standards, followed by a comparison conducted in terms of shear capacity and slip limits through a specific case study. The obtained results indicated that, American Association of State Highway and Transportation Officials (AASHTO) Load and Resistance Factor Design (LRFD) requires the minimum quantity in headed steel stud because it does not consider the fatigue and crack issues of shear connectors. This work provides a reference for the design of shear connectors in steel-concrete composite beam.
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Availability:
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Supplemental Notes:
- © 2019 American Society of Civil Engineers.
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Corporate Authors:
American Society of Civil Engineers
1801 Alexander Bell Drive
Reston, VA United States 20191-4400 -
Authors:
- Zhao, Kunpeng
- Cui, Fengkun
- Li, Yuehua
- Wang, Xiaoying
- Xue, Hongyun
- Yang, Liran
- Liang, Maojing
- Xia, Xiang
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Conference:
- 19th COTA International Conference of Transportation Professionals
- Location: Nanjing , China
- Date: 2019-7-6 to 2019-7-8
- Publication Date: 2019-7
Language
- English
Media Info
- Media Type: Web
- Features: Figures; References;
- Monograph Title: CICTP 2019: Transportation in China—Connecting the World
Subject/Index Terms
- TRT Terms: Alternatives analysis; Beams; Case studies; Composite structures; Concrete; Standards; Steel; Stud connectors
- Subject Areas: Bridges and other structures; Design; Materials; Transportation (General);
Filing Info
- Accession Number: 01716059
- Record Type: Publication
- ISBN: 9780784482292
- Files: TRIS, ASCE
- Created Date: Sep 13 2019 9:44AM