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Volume 56 Issue 3
Mar.  2026
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Article Contents
LI Yingshan, ZHANG Junfeng, FENG Mengmeng. Research on the Shear-Slip Constitutive Relationship of Self-Tapping Screw Connections for Cold-Formed Steel Plates[J]. INDUSTRIAL CONSTRUCTION, 2026, 56(3): 126-135. doi: 10.3724/j.gyjzG23103107
Citation: LI Yingshan, ZHANG Junfeng, FENG Mengmeng. Research on the Shear-Slip Constitutive Relationship of Self-Tapping Screw Connections for Cold-Formed Steel Plates[J]. INDUSTRIAL CONSTRUCTION, 2026, 56(3): 126-135. doi: 10.3724/j.gyjzG23103107

Research on the Shear-Slip Constitutive Relationship of Self-Tapping Screw Connections for Cold-Formed Steel Plates

doi: 10.3724/j.gyjzG23103107
  • Received Date: 2023-10-31
    Available Online: 2026-04-11
  • Publish Date: 2026-03-20
  • As an important connector in cold-formed steel structures, the shear performance and failure modes of self-tapping screws directly affect the mechanical properties and failure modes of the structure. At present, researchers worldwide have focused mainly on the shear capacity of single self-tapping screws, while the studies related to the shear-slip constitutive relationship are scarce. Therefore, this paper summarized and analyzed both previous shear test results of single self-tapping screws and the tests conducted in this study. Using the XTDIC three-dimensional full-field strain measurement and analysis system, an in-depth analysis of the shear failure mechanism of self-tapping screw connections in cold-formed steel was conducted. Considering the effects of screw diameter, plate thickness, and material properties, two shear-slip constitutive models corresponding to the two major shear failure modes of such connections were proposed, which showed good agreement with the experimental results.
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