Modeling Crushed Concrete Depth and Its Impact on Anchors Shear Capacities
Author:
Affiliation:
1. Assistant Professor, School of Civil Engineering, Chang’an Univ., Xi’an, Shanxi 710061, China. ORCID: .
2. Associate Professor, Dept. of Civil and Environmental Engineering, Univ. of Wisconsin, Milwaukee, WI 53201 (corresponding author). ORCID: .
Publisher
American Society of Civil Engineers (ASCE)
Subject
Mechanical Engineering,Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering
Link
https://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29ST.1943-541X.0003326
Reference22 articles.
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2. Combined shear and tension on grouted base details;Adihardjo R.;Eng. J. AISC,1979
3. Design Criteria for Headed Stud Groups in Shear: Part 1 — Steel Capacity and Back Edge Effects
4. Eligehausen, R., R. Mallée, and J. F. Silva. 2006. Anchorage in concrete construction. Berlin, Germany: Ernst & Sohn.
5. Column bases in shear and normal force;Gresnigt N.;Heron,2008
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