Effect of Unloading and Reloading on Bearing Strength of Unconfined Cold-formed Steel Bolted Connections
<p>This database presents the experimental investigation of cold-formed steel unconfined double-shear bolted connections where the applied load was stopped at different stages of loading (25% or 65% of the ultimate failure load under monotonic loading) followed by unloading, and finally reloading until failure. A total of 78 bolted connections of cold-formed steel subjected to loading-unloading and reloading condition with sheet thicknesses ranging from 0.55 to 3.0 mm, bolted with 10, 12 or 16 mm bolts were investigated.</p>
ShareScore
28/100
Overall dataset sharing score
Score breakdown
These five areas show where the dataset supports — or may limit — practical reuse.
- Stewardship
- 8
- Harmonization
- 4
- Access
- 16
- Reuse readiness
- 0
- Engagement
- 0
Topics
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