Abstract
This chapter covers the shear resistance, bearing resistance, and tension resistance of high-strength steel (HSS) connections using grade 12.9 and grade 10.9 bolts, and the slip factors of HSS friction surfaces with commonly used surface treatments and coatings.
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APA
Wang, Y. B., Li, G. Q., Lyu, Y. F., & Chen, K. (2020). Bolted connections. In Behavior and Design of High-Strength Constructional Steel (pp. 493–564). Elsevier. https://doi.org/10.1016/B978-0-08-102931-2.00011-5
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