Postfire Strength of Channel-Type Shear Connectors
Author:
Affiliation:
1. Faculty of Civil Engineering, Babol Noshirvani Univ. of Technology, Babol 47148-71167, Iran.
2. Assistant Professor, Faculty of Civil Engineering, Babol Noshirvani Univ. of Technology, Babol 47148-71167, Iran (corresponding author). ORCID: .
Publisher
American Society of Civil Engineers (ASCE)
Subject
Mechanical Engineering,Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering
Link
https://ascelibrary.org/doi/pdf/10.1061/JSENDH.STENG-12469
Reference41 articles.
1. Behavior of channel connectors in steel-concrete composite beams with precast slabs
2. Residual bond‐slip behavior in reinforced concrete members exposed to elevated temperatures
3. A review of residual strength properties of normal and high strength concrete exposed to elevated temperatures: Impact of materials modification on behaviour of concrete composite
4. An experimental study on channel type shear connectors
5. V-shaped shear connector for composite steel-concrete beam
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