Experimental investigation of steel-concrete composite beams with different degrees of shear connection under monotonic and fatigue loads
Author:
Affiliation:
1. School of Transportation, Southeast University, Nanjing, China
Publisher
SAGE Publications
Subject
Building and Construction,Civil and Structural Engineering
Link
http://journals.sagepub.com/doi/pdf/10.1177/1369433217717121
Reference25 articles.
1. Deterioration in strength of studs based on two-parameter fatigue failure criterion
2. Influence of high-cycle fatigue on the tension stiffening behavior of flexural reinforced lightweight aggregate concrete beams
3. Vibrations of steel–concrete composite beams with partially degraded connection and applications to damage detection
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