Design Recommendations for Concrete Pryout Capacity of Headed Steel Studs and Post-Installed Anchors

Design Recommendations for Concrete Pryout Capacity of Headed Steel Studs and Post-Installed Anchors

Current formulas to assess the shear capacity of headed steel stud anchors and post-installed (PI) anchors in case of pryout failure (sometimes known as pull-rear failure) have been derived either based on the indirect-tension resistance model or are fully empirical based on push-out test results. I...

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Bibliographic Details
Main Authors: Khalil Jebara, Akanshu Sharma, Joško Ožbolt
Format: Article
Language:English
Published: MDPI AG 2023-07-01
Series:CivilEng
Subjects:
pryout capacity
pryout failure
anchor group
welded studs
shear load
design formula
Online Access:https://www.mdpi.com/2673-4109/4/3/44

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https://www.mdpi.com/2673-4109/4/3/44

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