PlumX Metrics
Embed PlumX Metrics

Experimental and numerical study of the flexural behavior of steel–concrete-steel sandwich beams with corrugated-strip shear connectors

Engineering Structures, ISSN: 0141-0296, Vol: 242, Page: 112559
2021
  • 23
    Citations
  • 0
    Usage
  • 17
    Captures
  • 0
    Mentions
  • 0
    Social Media
Metric Options:   Counts1 Year3 Year

Metrics Details

  • Citations
    23
    • Citation Indexes
      23
  • Captures
    17

Article Description

An important weakness of the steel–concrete-steel (SCS) sandwich structure with corrugated-strip shear connectors (CSCs) is the lack of access to make two-end welding of CSCs to the steel faceplates. In the present study, the use of plug weld was proposed to weld an inaccessible end of the CSCs. To evaluate the partial two-end welded CSCs, the SCS flexural beams including one specimen with one-end welded and four specimens with two-end welded were fabricated and tested under concentrated quasi-static loading. Then, failure modes and force–displacement diagrams were analyzed by examining parameters including the thickness of the concrete core, the number of the rows of CSCs and the type of connection of the CSCs (one-end or two-end welded). To further investigate, numerical model of the experimental specimens were created and validated. Using numerical models, the effect of parameters of steel faceplates thickness, concrete core thickness, CSCs breadth and thickness was investigated. The results showed that the use of partial two-end welded CSCs with plug welding, in addition to increasing the ultimate strength by about 30%, also provided more energy absorption than samples with one-end welded CSCs. Also, in most samples with two-end welded CSCs, the flexural failure mode was dominant over the shear failure. Finally, based on the relationships of reinforced concrete beams, a correction factor was proposed to predict the ultimate strength of the samples, which was in acceptable agreement with the experimental and numerical results.

Provide Feedback

Have ideas for a new metric? Would you like to see something else here?Let us know