@inproceedings{5c76b2218ef646729bd5e74c989be40a,
title = "Application of Strip Model to Edge Column-Slab Connections Loaded with Outward Eccentricity",
abstract = "The strip model describes a load path prior to failure that can be tailored to a wide range of slabs under concentrated loads, both concentric and eccentric. Eccentric punching shear can occur in concrete slab-column connections subjected to shear and unbalanced moment, such as edge and corner columns. This paper shows how the strip model is applied to experiments of edge column-slab connections tested with outward eccentricities, and compares this approach to the traditional and simplified ACI 318-19 approaches for dealing with eccentric punching shear. This work shows how a lower-bound plasticity-based model can be used for the practical case of the slab-column capacity for edge and corner columns, how it may explain the mechanics behind the ACI code provisions, and can help researchers identify adequate test setups for future experiments.",
keywords = "arched strut, columns, eccentric punching shear, reinforced concrete, slabs, strip model",
author = "Bernardo Carrera and Lantsoght, {Eva O.L.} and Alexander, {Scott D.B.}",
note = "Publisher Copyright: {\textcopyright} 2022 American Concrete Institute. All rights reserved.; Design of Slabs for Serviceability and Punching Shear Strength: Honoring Professor Amin Ghali 2020 - ACI Fall Concrete Convention 2020 ; Conference date: 25-10-2020 Through 29-10-2020",
year = "2022",
month = jul,
day = "1",
language = "Ingl{\'e}s",
series = "American Concrete Institute, ACI Special Publication",
publisher = "American Concrete Institute",
pages = "121--141",
editor = "Mustafa Mahamid and Gayed, {Ramez B.}",
booktitle = "Design of Slabs for Serviceability and Punching Shear Strength",
}